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Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


1

Aged asphalt  

E-Print Network [OSTI]

Dorchester Asphalts Exxon Asphalts CONCLUSIONS RECOMMENDATIONS LITERATURE CITED APPENDIX 41 42 48 59 70 84 90 93 96 99 103 105 106 A. GEL PERMEATION CHROMATOGRAMS OF TEST ASPHALTS 108 B. FOURIER-TRANSFORM INFRARED SPECTRUMS OF TEST... Apparatus 5. Abson Method Apparatus 6. ASTM D 2171 Apparatus 7. Sample Pellet Die 8. Sample Pellet Holder 21 23 27 29 38 40 9. GPC of Lufkin Exxon AC-20 Extracted by Two Methods . . . . . . . . . . . . . . . . 46 10. GPC of Dickens Exxon AC-20 51...

Martin, Kenneth Lloyd

1988-01-01T23:59:59.000Z

2

Asphalt Oxidation Kinetics and Pavement Oxidation Modeling  

E-Print Network [OSTI]

Most paved roads in the United States are surfaced with asphalt. These asphalt pavements suffer from fatigue cracking and thermal cracking, aggravated by the oxidation and hardening of asphalt. This negative impact of asphalt oxidation on pavement...

Jin, Xin

2012-07-16T23:59:59.000Z

3

Asphalt deposition in miscible floods  

E-Print Network [OSTI]

. ACKNOWLEDGMENTS. . 22 23 8. REFERENCES. 24 9. APPENDIX. 26 LIST OF TABLES Table Page I II IV Properties of the Crude Oils Studied Average Core Properties for Different Tests Average Perrneabilities of Different Sections of Core Before and After... Displacement with Liquefied Petroleum Gas Percent Reduction in Permeability in Different Sections of Core Due to Asphalt Deposition Average Recoveries of Four Crude Oils and Increase in Swept Area due to Plugging by Asphalt Deposition 27 29 ABSTRACT...

Hasan, Syed Mir Ahmed

1964-01-01T23:59:59.000Z

4

Chemical characterization of beach asphalts  

E-Print Network [OSTI]

on beaches, since the residue is usually weathered, and most properties of the original crude oil or residual fuel oil have been altered. Along the Texas coast beaches, from Galveston to the Rio Grande, one can find oil residues which range in size from... distillation of organic material, usually coal (Abraham 1960). Crude oil, when weathered, so as to lose its volatile constituents, becomes viscous or semi-solid, and is known as asphalt. Further weathering can lead to formation of hard asphalt...

May, Lloyd Alexander

1973-01-01T23:59:59.000Z

5

E-Print Network 3.0 - asphalt binder extraction Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

of asphalt binders for preparing asphalt... during manufacturing, placing, and compacting hot mix asphalt concrete (HMAC), and, therefore, must... . Asphalt-aggregate...

6

A thermodynamic approach for compaction of asphaltic composites  

E-Print Network [OSTI]

results. Modeling asphalt concrete compaction, and also the ability to thereby predict response of mixes, is of great importance to the pavement industry. Asphalt concrete exhibits nonlinear response even at small strains and the response of asphalt...

Koneru, Saradhi

2009-05-15T23:59:59.000Z

7

Integrated Analysis of Phenology, Traits, and QTL in the Drought Tolerant Sorghum Genotypes BTx642 and RTx7000  

E-Print Network [OSTI]

................................................................................................... 167 9.1 Allele contrast analysis for root size parameters under 2009 field conditions at marker DG65 in the BTx642 x RTx7000 RIL population .......................................................................................... 195... 9.2 Allele contrast analysis for leaf size parameters under 2010 field conditions at marker DG139 in the BTx642 x RTx7000 RIL population .......................................................................................... 196 9...

Weers, Brock D.

2012-10-19T23:59:59.000Z

8

Improved paving asphalt from Baku crudes  

SciTech Connect (OSTI)

An improved paving asphalt has been obtained from commercial BN-60/90 asphalt by adding certain components that are waste materials in petroleum refining: a still residue from the distillation of naphthenic acids to improve adhesion properties, asphalt obtained in deasphalting vacuum resid to improve ductility and impart freeze resistance, and a dialkylnaphthalene as a pour point depressant. Three different blend formulations were prepared by melting and mixing and analyzed for their physicochemical properties. The possibility was also investigated of expanding the raw material base for paving asphalts by including certain waste materials obtained in refining Baku crudes.

Allakhverdiev, A.A.; Kuliev, R.B.; Samedova, F.I.

1988-03-01T23:59:59.000Z

9

Life Cycle Assessment of Reclaimed Asphalt Pavement  

E-Print Network [OSTI]

Processing Disposal Other 34% 4% 5% 15% 5% 36% 1% 15 % RAP Bitumen Aggregates Transportation Superheating RAP% RAP in new hot-mix asphalt (HMA) #12;Recycling Process #12;Road Ages #12;Create Reclaimed Asphalt Pavement (RAP) Courtesy of http://myconstructionphotos.smugmug.com/ RAP #12;Transport Back to the Plant

Minnesota, University of

10

Compatibilizer for crumb rubber modified asphalt  

SciTech Connect (OSTI)

The United States of America discards more than 300 million tires each year, and out of that a large fraction of the tires is dumped into stock piles. This large quantity of tires creates an environmental problem. The use of scrap tires is limited. There is a usage potential in such fields as fuel for combustion and Crumb Rubber-Modified Asphalt binder (CRMA). The use of crumb rubber in modifying asphalt is not a new technique; it is been used since early 1960 by pavement engineers. Crumb rubber is a composite of different blends of natural and synthetic rubber (natural rubber, processing oils, polybutadiene, polystyrene butadiene, and filler). Prior research had concluded that the performance of crumb rubber modified asphalt is asphalt dependent. In some cases it improves the Theological properties and in some cases it degrades the properties of modified asphalt.

Labib, M.E. [New Jersey Institute of Technology, Newark, NJ (United States); Memon, G.M.; Chollar, B.H. [Federal Highway Administration, McLean, VA (United States)

1996-12-31T23:59:59.000Z

11

Materials characterization of asphalt and polymer modified asphalt  

E-Print Network [OSTI]

specimen mold made of aluminum ? ? ? ? ? ? ? ? ? ? - 28 5. Strain sweep of Santa Maria AC10/AR4000 at 100 rad/sec --- 33 6. Strain sweep of Conoco AC10 at 10 rad/sec ------------- 34 7. Stress relaxation modulus of AAM grade asphalt at 25'C --- 37 8.... The verification of Cox-Merz rule for Santa Maria AC6/AR2000 at 40'C- 9. The master curve of Santa Maria AC6/Muehlstein LDPE shifted to 25'C showing the errors 10. Master curve (G') of Santa Maria AC6 shifted to 25'C ? ? ? ? ? 43 11. Master curve of Santa...

Paramasivam, Mohan

1992-01-01T23:59:59.000Z

12

Winter Performance and Maintenance of Porous Asphalt Pavements  

E-Print Network [OSTI]

Concrete (HSG-B)Porous Asphalt (HSG-C) #12;Cold Climate Performance Results #12;12 Porous Asphalt SurfaceWinter Performance and Maintenance of Porous Asphalt Pavements Robert M. Roseen, Ph.D., P.E., D impacts for new development and reverse impacts in areas with redevelopment. #12;Porous Asphalt Design

13

Xylenes Reactions and Diffusions in ZSM-5 Zeolite based Catalyst S. Al-Khattaf*  

E-Print Network [OSTI]

isomers followed by o-xylene and m-xylene was found to be least reactive. The order of reactivity increases to 500°C, m-xylene reaction will be more selective to disproportionation than other xylene isomers the literature. Generally m-xylene effectiveness factor was estimated to be less than 0.1 indicating to a high

Al-Khattaf, Sulaiman

14

E-Print Network 3.0 - asphalt rubber Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

in rubberised asphalt mixtures containing reclaimed Summary: investigation of moisture damage in rubberised asphalt mixtures containing reclaimed asphalt pavement Xiao FP......

15

Isobaric vapor-liquid equilibria of p-xylene + o-xylene and m-xylene + o-xylene systems at 6. 66 and 26. 66 kPa  

SciTech Connect (OSTI)

Vapor-liquid equilibrium data were obtained for systems of o-xylene with p- and m-xylenes at 6.66 and 26.66 kPa. The activity coefficients were found to be thermodynamically consistent. They were equally well correlated with the Margules, Van Laar, Wilson, NRTL, and UNIQUAC equations. The parameters of these equations are given.

Llopis, F.J.; Monton, J.B. (Univ. de Valencia (Spain). Dept. de Ingenieria Quimica)

1994-01-01T23:59:59.000Z

16

Compositional evaluation of asphalt binder recycling agents  

E-Print Network [OSTI]

Several experiments were performed to determine how recycling agent composition affects the high, intermediate, and low temperature properties as well as long term oxidative aging characteristics of recycled asphalt blends. Specifically, several...

Madrid, Richard Charles

1997-01-01T23:59:59.000Z

17

Rapid determination of actinides in asphalt samples  

DOE Public Access Gateway for Energy & Science Beta (PAGES Beta)

A new rapid method for the determination of actinides in asphalt samples has been developed that can be used in emergency response situations or for routine analysis If a radiological dispersive device (RDD), Improvised Nuclear Device (IND) or a nuclear accident such as the accident at the Fukushima Nuclear Power Plant in March, 2011 occurs, there will be an urgent need for rapid analyses of many different environmental matrices, including asphalt materials, to support dose mitigation and environmental clean up. The new method for the determination of actinides in asphalt utilizes a rapid furnace step to destroy bitumen and organics present in the asphalt and sodium hydroxide fusion to digest the remaining sample. Sample preconcentration steps are used to collect the actinides and a new stacked TRU Resin + DGA Resin column method is employed to separate the actinide isotopes in the asphalt samples. The TRU Resin plus DGA Resin separation approach, which allows sequential separation of plutonium, uranium, americium and curium isotopes in asphalt samples, can be applied to soil samples as well.

Maxwell, Sherrod L.; Culligan, Brian K.; Hutchison, Jay B.

2014-01-12T23:59:59.000Z

18

Moisture Diffusion in Asphalt Binders and Fine Aggregate Mixtures  

E-Print Network [OSTI]

cost in highway maintenance and vehicle operations. One key mechanism of how moisture reaches the asphalt-aggregate interface is by its permeation or diffusion through the asphalt binder or mastic. Different techniques are available for diffusion...

Vasconcelos, Kamilla L.

2011-08-08T23:59:59.000Z

19

Characterization of Fatigue Cracking and Healing of Asphalt Mixtures  

E-Print Network [OSTI]

Fatigue cracking is one of the most common distresses of asphalt pavements, whereas healing is a counter process to cracking which alleviates cracking damage and extends fatigue life of asphalt pavements. Most of existing methods to characterize...

Luo, Xue

2012-07-16T23:59:59.000Z

20

Imparting Electrical Conductivity into Asphalt Composites Using Graphite  

E-Print Network [OSTI]

Electrically conductive asphalt composites have immense potential for various multifunctional applications such as self-healing, self-sensing, snow and ice removal, and energy harvesting, and controlling asphalt conductivity is the first step...

Baranikumar, Aishwarya

2013-07-09T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


21

Damage analysis in asphalt concrete mixtures based on parameter relationships  

E-Print Network [OSTI]

Asphalt pavements experience damage due to traffic loading under various environmental conditions. Damage can be caused by viscopl microcracks, fracture due to fatigue cracking, or fracture due to thermal cracking. Asphalt pavements have...

Song, Injun

2004-11-15T23:59:59.000Z

22

An investigation of the use of tire rubber in asphalt  

E-Print Network [OSTI]

-rubber binder. The selected variables chosen are curing time, curing temperature, rubber content (weight percent), rubber particle size, base asphalt type, and carbonyl area. Results confirmed that the addition of rubber increased the viscosity of the asphalt...

Koo, Heamo Lee

1996-01-01T23:59:59.000Z

23

TECHNICAL POLLUTION PREVENTION GUIDE FOR ASPHALT PREPARATION OPERATIONS  

E-Print Network [OSTI]

Delivery, Storage and Cold Feed . . . . . . . . . . . . . 12 2.3.2 Liquid Asphalt Delivery, Storage . . . . . . . . . . . . . . . . . . . . . . 4 2 INDUSTRY PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2.1 ASPHALT and Heating . . . . . . . . . . . . 12 2.3.3 Cold Feed Drying and Heating

24

Controlling Thermal Properties of Asphalt Concrete and its Multifunctional Applications  

E-Print Network [OSTI]

) by controlling thermal properties of the construction materials. To change thermal properties of asphalt concrete, expanded polypropylene (EPP) pellet and graphite were selected as the additives and mixed into asphalt concrete. Experimental tests are classified...

Shi, Xijun

2014-08-10T23:59:59.000Z

25

Evaluation of Rexene polymers in hot mixed asphalt concrete  

E-Print Network [OSTI]

Committee: Dr. Dallas N. Little The objective of this research was to provide a comprehensive characterization of asphalt binders and paving mixtures modified with four polymers produced by the Rexene Products Company (Odessa, Texas). The four polymers... on control asphalt cements and polymer modified asphalt cements to quantify the effects of the Rexene polymers. Most importantly, the binder study was designed to determine the temperature susceptibility of the binders. Asphalt cements from three...

Rodriguez, Mary Anne Reese

1991-01-01T23:59:59.000Z

26

The curing of asphalt with rubber and its effect on the physical and chemical properties of asphalt-rubber binders  

E-Print Network [OSTI]

The objective of this research was to develop a potentially useful asphalt-rubber binder using the curing process. For the curing process, six parameters, which altered the physical and chemical properties of the asphalt-rubber binder, were tested...

Chun, Jay Sung

1995-01-01T23:59:59.000Z

27

Constant displacement rate experiments and constitutive modeling of asphalt mixtures  

E-Print Network [OSTI]

and predicting its response is of great importance to the pavement industry. More than 90 percent of the US Highways uses asphalt concrete as a pavement material. Asphalt concrete exhibits nonlinear response even at small strains and the response of asphalt...

Hariharakumar, Pradeep

2006-04-12T23:59:59.000Z

28

Disk-shaped Compact Tension Test for Asphalt Concrete Fracture  

E-Print Network [OSTI]

Disk-shaped Compact Tension Test for Asphalt Concrete Fracture by M.P.Wagoner, W.G. Buttlar and G geometry is the ability to test cylindrical cores obtained from in-place asphalt concrete pavements finalizing the specimen geometry, a typical asphalt concrete surface mixture was tested at various

Paulino, Glaucio H.

29

Evaluation of polyethylene-modified asphalt blends  

E-Print Network [OSTI]

aggregate and asphalt modified with LDPE (binder contents of 4. 8%%u and 5. 87'). 42 Table 9. Summary of statistical parameters derived from IDT testing on crushed granite mixtures bound with AC-20 + LDPE (4. 8%, and 5. 8/ binder). 46 Table 10. Summary... of creep to rupture data for crushed granite mixtures. 71 Table 11. Summary of the results of IDT repeated load fatigue testing of river gravel mixtures bound with Texaco asphalt: AC- 10, AC-10 + LDPE and AC-20. Table 12. K, ' and n, values of river...

Consuegra Granger, Fernando

1990-01-01T23:59:59.000Z

30

The potential use of tar sand bitumen as paving asphalt  

SciTech Connect (OSTI)

In this paper several research reports describing the preparation of potential paving asphalts from tar sand bitumen are reviewed and the results of the studies compared. The tar sand asphalts described in the studies were prepared from 1) hot water-recovered bitumen from deposits near San Luis Obispo, California (Edna deposits), and deposits near Vernal and Sunnyside, Utah; and 2) bitumen recovered from the Northwest Asphalt Ridge deposits near Vernal, Utah, by both in situ steamflood and in situ combustion recovery processes. Important properties of the tar sand asphalts compare favorably with those of specification petroleum asphalts. Laboratory data suggest that some tar sand asphalts may have superior aging characteristics and produce more water-resistant paving mixtures than typical petroleum asphalts.

Petersen, J.C.

1988-01-01T23:59:59.000Z

31

The potential use of tar sand bitumen as paving asphalt  

SciTech Connect (OSTI)

The properties of several tar sand asphalts prepared in past studies by several different investigators were compared with each other and with the properties of petroleum asphalts. These results were reviewed and discussed with regard to the potential use of tar sand bitumen in pavement applications. The data show that tar sand bitumen has good potential for use in highway pavements that meet today's performance specifications. No deficiencies in the tar sand asphalts were found that would be expected to seriously affect performance. On the other hand, the data indicate that some tar sand asphalts may have superior aging characteristics, being relatively resistant to oxidative age hardening compared with typical petroleum asphalts. Asphalt-aggregate mixtures prepared using two tar sand asphalts also showed acceptable strength properties and excellent resistance to moisture-induced damage.

Petersen, J.C.

1987-01-01T23:59:59.000Z

32

Identification of asphalt binder properties that affect cracking performance of hot mixed asphalt concrete pavements  

E-Print Network [OSTI]

. Traffic used these "interim" pavements until the spring of 1988 when the 51-mm surface courses were placed in both the northbound and the southbound lanes. The four asphalt additives used in Texarkana include: Goodyear 5812 - styrene butadiene rubber... exception. Chemkrete was removed from the market by LBD, Inc. shortly after construction of the base course. The surface course placed on the Chemkrete treated base course contained 3'/o Goodyear? latex in the asphalt. Chemkrete was metered into an in...

Hastings, Charles Patrick

1997-01-01T23:59:59.000Z

33

Anisotropic Characterization of Asphalt Mixtures in Compression  

E-Print Network [OSTI]

Rutting is one of the major distresses in asphalt pavements and it increases road roughness and traps water, which leads to wet-weather accidents due to the loss of tire-pavement friction and hydroplaning. The fundamental mechanisms of rutting have...

Zhang, Yuqing 1983-

2012-10-08T23:59:59.000Z

34

E-Print Network 3.0 - asphalt technology development Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

...7 Kicking the Asphalt Around: Foamed Asphalt... Co-Products and Bio Oil The Payback of Green Warm-Mix Asphalt at MnROAD Video of several Source:...

35

Compaction Effects on Uniformity, Moisture Diffusion, and Mechanical Properties of Asphalt Pavements  

E-Print Network [OSTI]

Field compaction of asphalt mixtures is an important process that influences performance of asphalt pavements; however there is very little effort devoted to evaluate the influence of compaction on the uniformity and properties of asphalt mixtures...

Kassem, Emad Abdel-Rahman Ahmed

2011-08-08T23:59:59.000Z

36

Development and numerical implementation of nonlinear viscoelastic-viscoplastic model for asphalt materials  

E-Print Network [OSTI]

pavements is illustrated using finite element simulations. The constitutive model developed in this study can describe the behavior of asphalt materials (asphalt binder, asphalt mastic and mixtures) under various testing conditions. This study also achieved...

Huang, Chien-Wei

2009-05-15T23:59:59.000Z

37

Pipe inspection using the BTX-II. Innovative technology summary report  

SciTech Connect (OSTI)

The US Department of Energy (DOE) continually seeks safer and more cost-effective remediation technologies for use in the decontamination and decommissioning (D and D) of nuclear facilities. In several of the buildings at the Fernald Site, there is piping that was used to transport process materials. As the demolition of these buildings occur, disposal of this piping has become a costly issue. Currently, all process piping is cut into ten-foot or less sections, the ends of the piping are wrapped and taped to prevent the release of any potential contaminants into the air, and the piping is placed in roll off boxes for eventual repackaging and shipment to the Nevada Test Site (NTS) for disposal. Alternatives that allow for the onsite disposal of process piping are greatly desired due to the potential for dramatic savings in current offsite disposal costs. No means is currently employed to allow for the adequate inspection of the interior of piping, and consequently, process piping has been assumed to be internally contaminated and thus routinely disposed of at NTS. The BTX-II system incorporates a high-resolution micro color camera with lightheads, cabling, a monitor, and a video recorder. The complete probe is capable of inspecting pipes with an internal diameter (ID) as small as 1.4 inches. By using readily interchangeable lightheads, the same system is capable of inspecting piping up to 24 inches in ID. The original development of the BTX system was for inspection of boiler tubes and small diameter pipes for build-up, pitting, and corrosion. However, the system is well suited for inspecting the interior of most types of piping and other small, confined areas. The report describes the technology, its performance, uses, cost, regulatory and policy issues, and lessons learned.

NONE

1999-05-01T23:59:59.000Z

38

The effect of asphalt deposition on recovery of oil by a pentane slug  

E-Print Network [OSTI]

":ty reduction increases, in general, with the increase in amount of, asphalt contained ir the oil. The increases in recovery at breakthrough due to asphalt deposition were noted for four asphaltic crude oils and were compared to those of asphalt-free refined... substantial range, the gain in recovery at breakthrough of asphaltic oils over refined oils of the same viscosity increases with increase in size of slug used. This is attributed to more favorable mobility ratios resulting from asphalt deposition during...

Bhagia, Nanik S

1965-01-01T23:59:59.000Z

39

E-Print Network 3.0 - asphalt pavement rap Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Center Collection: Engineering 23 ENVIRONMENTAL TESTING OF MUNICIPAL SOLID WASTE ASH-AMENDED ASPHALT Summary: and control asphalts, and the pavements alI performed well...

40

E-Print Network 3.0 - asphalt mix design Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

asphalt mixes must be understood. Mould... the micromechanical processes that lead to fracture of asphalt mixes. Experimental and numerical analyses... will be performed to study...

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


41

E-Print Network 3.0 - asphalt stripping final Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

at Austin Summary: during manufacturing, placing, and compacting hot mix asphalt concrete (HMAC), and, therefore, must... . Asphalt-aggregate mixtures were pre- pared...

42

Microstructural Characterization of Material Properties and Damage in Asphalt Composites  

E-Print Network [OSTI]

MICROSTRUCTURAL CHARACTERIZATION OF MATERIAL PROPERTIES AND DAMAGE IN ASPHALT COMPOSITES A Thesis by SARA MOHAMMAD KHORASANI Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment... Engineering Copyright 2013 Sara Mohammad Khorasani ii ABSTRACT Asphalt composites are used to construct 90% of roads in the United States. These composites consist of asphalt binder, which is a product of the refinery process of oil, aggregates...

Mohammad Khorasani, Sara

2013-05-03T23:59:59.000Z

43

Characterization of road asphalt using Gel Permeation Chromatography  

E-Print Network [OSTI]

of research in the ares of asphalt chemistry. Brulh has proposed two theoretical extremes, a sol state and a gel state, to describe the condition of asphalts. In a sol state, asphaltene micelles are widely dispersed and do not interact a great deal. In a... December 1987 Major Subject: Chemical Engineering CHARACTERIZATION OF ROAD ASPHALT USING GEL PERMEATION CHROMATOGRAPHY A Thesis by GUY RANDAL DONALDSON Approved as to style and content by: Jerr A. Bullin hairm of Committee) Char e G. Glover...

Donaldson, Guy Randal

1987-01-01T23:59:59.000Z

44

Baytown Xylene Fractionation Energy Reduction using Dynamic Matrix Control (DMC)  

E-Print Network [OSTI]

Baytown Xylene Fractionation Energy Reduction using Dynamic Matrix Control (DMC) IETC 2014 New Orleans, Louisiana David Hokanson ExxonMobil Research and Engineering May 22, 2014 ESL-IE-14-05-33 Proceedings of the Thrity-Sixth Industrial Energy... Conference New Orleans, LA. May 20-23, 2014 3Baytown Chemical / Refining Complex ExxonMobil Baytown Refining & Chemical Complex • One of world’s largest integrated, most technologically advanced petroleum/petrochemical complexes, in operation since 1919...

Hokanson, D.

2014-01-01T23:59:59.000Z

45

Recycling asphalt overview of more than 25 years of use  

E-Print Network [OSTI]

1 Recycling asphalt overview of more than 25 years of use in France Y. Brosseaud ­ LCPC hal with ring for recycling ­ Average rate with high proportion : 30 to 50% ­ Used of rejuvenators (soft oil,version1-20May2011 #12;4 Hot recycling asphalt on mixing plant Recycling in place in hot or cold

Paris-Sud XI, Université de

46

Recycled rubber, aggregate, and filler in asphalt paving mixtures. Transportation research record  

SciTech Connect (OSTI)

;Contents(Partial): Evaluation Systems for Crumb Rubber Modified Binders and Mixtures; Hot Mix Asphalt Rubber Applications in Virginia; Evaluation of Pyrolized Carbon Black from Scrap Tires as Additive in Hot Mix Asphalt; Use of Scrap Tire Chips in Asphaltic Membrane; Effects of Mineral Fillers on Properties of Stone Matrix Asphalt Mixtures; and Quantitative Analysis of Aggregate Based on Hough Transform.

NONE

1996-12-31T23:59:59.000Z

47

Relationship Between Surface Free Energy and Total Work of Fracture of Asphalt Binder and Asphalt Binder-Aggregate Interfaces  

E-Print Network [OSTI]

is the surface free energy of the asphalt binder and the aggregate. Surface free energy, which is a thermodynamic material property, is directly related to the adhesive bond energy between the asphalt binder and the aggregate as well as the cohesive bond energy...

Howson, Jonathan Embrey

2012-10-19T23:59:59.000Z

48

Improvements to a Transport Model of Asphalt Binder Oxidation in Pavements: Pavement Temperature Modeling, Oxygen Diffusivity in Asphalt Binders and Mastics, and Pavement Air Void Characterization  

E-Print Network [OSTI]

Although evidence is mounting that asphalt binder oxidizes in pavements, and that oxidation and subsequent hardening of asphalt binder has a profound effect on pavement durability, important implementation issues remain to be better understood...

Han, Rongbin

2012-07-16T23:59:59.000Z

49

Analyses of sulfur-asphalt field trials in Texas  

E-Print Network [OSTI]

128 LIST OF FIGURES FIGURE PAGF Layout of SNPA sulfur bitumen binder pavem nt test ? U. S. Highway 69, Lufkin, Texas 15 Col 1oi d mi 1 1 furnished by SNPA for preparation of sul fur-asphalt emulsions View of mixing station showing sulfur... designed to investigate the advantage of using a colloid mill to prepare sulfur-asphalt binders as compared to comingling the asphalt and molten sulfur in a pipeline leading directly to the pug mill. After only six months of testing, the results...

Newcomb, David Edward

1979-01-01T23:59:59.000Z

50

Composition of paraffinic and naphthenic hydrocarbons in petroleum asphalts  

SciTech Connect (OSTI)

Uses a combination of chromatographic, chemical, and spectroscopic methods to determine the composition of the paraffinic and naphthenic hydrocarbons recovered from asphalts. Monitors the completeness of separation of the hydrocarbons from the aromatics on the basis of UV spectra. Finds that in the mixture of adduct-forming hydrocarbons, along with the n-paraffins there were admixtures of isoparaffins and longchain alkylnaphthenes. Concludes that a comparison of the structural-group composition of the asphalt fractions from the different crudes shows that there are only slight differences in the structure of the paraffinic/naphthenic hydrocarbons present in these asphalts, particularly with regard to those hydrocarbons that do not react with urea.

Botvin'eva, A.M.; Dubkova, R.V.; Shkredova, N.A.

1982-11-01T23:59:59.000Z

51

asphalt concrete pavement: Topics by E-print Network  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

this thesis. It included the following tasks: investigation of a testing and grading system for grading asphalt binder residues... Hoyt, Denise 2012-07-16 8 Full-Depth Pavement...

52

asphaltic concrete pavement: Topics by E-print Network  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

this thesis. It included the following tasks: investigation of a testing and grading system for grading asphalt binder residues... Hoyt, Denise 2012-07-16 8 Full-Depth Pavement...

53

asphalt concrete pavements: Topics by E-print Network  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

this thesis. It included the following tasks: investigation of a testing and grading system for grading asphalt binder residues... Hoyt, Denise 2012-07-16 8 Full-Depth Pavement...

54

asphaltic concrete pavements: Topics by E-print Network  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

this thesis. It included the following tasks: investigation of a testing and grading system for grading asphalt binder residues... Hoyt, Denise 2012-07-16 8 Full-Depth Pavement...

55

Evaluation of Moisture Susceptibility of Warm Mix Asphalt  

E-Print Network [OSTI]

, the results from this study suggest that the inclusion of recycled asphalt pavement (RAP) or an anti-stripping agent may alleviate possible moisture susceptibility issues in the early life during wet, winter weather conditions. While some laboratory test...

Garcia Cucalon, Maria Lorena

2013-05-03T23:59:59.000Z

56

Prediction of Reflection Cracking in Hot Mix Asphalt Overlays  

E-Print Network [OSTI]

either asphalt pavement or jointed concrete pavement in all four major climatic zones are discussed in this dissertation. The results of this calculated mechanistic approach showed its ability to efficiently reproduce field observations of the growth...

Tsai, Fang-Ling

2011-02-22T23:59:59.000Z

57

Toward an Improved Model of Asphalt Binder Oxidation in Pavements  

E-Print Network [OSTI]

Asphalt binder oxidation in pavements has been proven to be an ongoing process throughout a pavement's service life. Understanding the nature of the oxidation process is a critical step toward better pavement design to achieve greater pavement...

Prapaitrakul, Nikornpon

2011-02-22T23:59:59.000Z

58

Recycling asphaltic concrete with sulphur as a supplemental binder  

E-Print Network [OSTI]

RECYCLING ASPHALTIC CONCRETE WITH SULPHUR AS A SUPPLEMENTAL BINDER A Thesis by ROBERT WILLIAM BARNETT Submitted to the Graduate College of Texas A&M University in partial fulfillment of the requirement for the degree of MASTER OF SCIENCE... August 1976 Major Subject: Civil Engineering RECYCLING ASPHALTIC CONCRETE WITH SULPHUR AS A SUPPLEMENTAL BINDER A Thesis by ROBERT WILLIAM BARNETT Approved as to style and content by: :) (Chairm o I ommit tee) (M ber) Mem er) August 1976...

Barnett, Robert William

1976-01-01T23:59:59.000Z

59

Predicting the fatigue life of asphalt concrete overlay systems  

E-Print Network [OSTI]

PREDICTING THE FATIGUE LIFE OF ASPHALT CONCRETE OVERLAY SYSTEMS A Thesis by FREDERICK PHILIP GERMANN Submitted to the Graduate College of Texas A&M University in Partial fulfillment of the requirement for the degree of MASTER OF SCIENCE May... 1979 Major Subject: Civil Engineering PREDICTING THE FATIGUE LIFE OF ASPHALT CONCRETE OVERLAY SYSTEMS A Thesis by FREDERICK PHILIP GERMANN Approved as to style and content by: (Chair n of Commit e) (Head of Department) (Member) (Member) May...

Germann, Frederick P

1979-01-01T23:59:59.000Z

60

Fiber reinforcement of asphalt concrete using cow manure  

E-Print Network [OSTI]

. Specimens were made according to the Marshall Method of Mixture Design and tested for 1) Marshall Stability 2) Hveem Stability and 3) Hater Susceptibil- ity. Test results indicated that 4. 4 percent cow manure by volume of rhe total aggregate when used... Voids in Mineral Aggregate 11 LIST OF FIGURES Figures Page l. 2 l. 3 1. 4 1. 5 1. 6 Determination of Optimum Asphalt Content by the Marshall Method Determination of Optimum Asphalt Content by the Marshall Method Determination of Optimum...

Bakar, Mohammed Abu

1976-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


61

Oxygen consumption by asphalt films and resulting viscosity changes  

E-Print Network [OSTI]

OXYGEN CONSUMPTION BY ASPHALT FILNS AND RESULTING VISCOSITY CHANGES A Thesis by FRANK LEE CARTER, JR. Submitted to the Graduate College of Texas A&M University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE... Nay 1965 Major Subject: Chemistry OXYGEN CONSUMPTION BY ASPHALT FILMS AND RESULTING VISCOSITY CHANGES A Thesis by FRANK LEE CARTER, JR. Approved as to style and content by: (Chairm of Committee) (H o Depa ( mb ) (Membe May 1965...

Carter, Frank Lee

2012-06-07T23:59:59.000Z

62

Modeling Xylene Reactions over ZSM-5 Zeolite in a Riser Simulator: 1,3 versus 1,2-Methyl Shift  

E-Print Network [OSTI]

-xylene p-xylene). The rate constants and activation energies are obtained from simplified kinetic models include solvent use, manufacture of di- paraxylene and herbicides. Total U.S. consumption of p

Al-Khattaf, Sulaiman

63

Evaluation of the filler effects on fatique cracking and permanent deformation of asphalt concrete mixtures  

E-Print Network [OSTI]

The addition of hydrated lime to asphalt has shown to be beneficial with an improvement in the Theological properties of the binder, as well as resistance to permanent deformation (rutting) and fatigue cracking of asphalt concrete mixtures...

Izzo, Richard P

1997-01-01T23:59:59.000Z

64

Evaluation of healing in asphalt binders using dynamic shear rheometer and molecular modeling techniques  

E-Print Network [OSTI]

-healing material. It is also well known that healing has a substantial affect on the performance of asphalt mixtures and consequently on the serviceable life of asphalt pavements. For example, shift factors from laboratory experimental data to field observed data...

Bommavaram, Ramamohan Reddy

2009-05-15T23:59:59.000Z

65

A Coupled Micromechanical Model of Moisture-Induced Damage in Asphalt Mixtures: Formulation and Applications  

E-Print Network [OSTI]

The deleterious effect of moisture on the structural integrity of asphalt mixtures has been recognized as one of the main causes of early deterioration of asphalt pavements. This phenomenon, usually referred to as moisture damage, is defined...

Caro Spinel, Silvia

2011-02-22T23:59:59.000Z

66

E-Print Network 3.0 - asphaltic pavements microsurfacing Sample...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

for: asphaltic pavements microsurfacing Page: << < 1 2 3 4 5 > >> 1 PROJECT SUMMARY REPORT 1788-S EVALUATION OF THE CAPE SEAL PROCESS Summary: that of typical hot mix asphalt...

67

E-Print Network 3.0 - asphalt concrete core Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

southbound on US-169 are coming from the gravel pits, concrete plants, and waste disposal facilities just north Summary: to raveling of the asphalt at the concrete-asphalt...

68

Investigation of Conditions for Moisture Damage in Asphalt Concrete and Appropriate Laboratory Test Methods  

E-Print Network [OSTI]

of Asphalt Concrete-Physical Testing. ” Final Report, #930-of Asphalt Concrete: Chemical Testing. ” Alabama Highwayconcrete mixes, it is preferred to use a mix that would have good moisture resistance under laboratory testing

Lu, Qing

2005-01-01T23:59:59.000Z

69

Investigation of Conditions for Moisture Damage in Asphalt Concrete and Appropriate Laboratory Test Methods  

E-Print Network [OSTI]

of Asphalt Concrete-Physical Testing. ” Final Report no.of Asphalt Concrete: Chemical Testing. ” Alabama Highwayconcrete mixes, it is preferable to use a mix that would have good moisture resistance under laboratory testing

Harvey, John T; Lu, Qing

2005-01-01T23:59:59.000Z

70

Asphalt Roofing Shingles Into Energy Project Summary Report  

SciTech Connect (OSTI)

Based on a widely cited September, 1999 report by the Vermont Agency of Natural Resources, nearly 11 million tons of asphalt roofing shingle wastes are produced in the United States each year. Recent data suggests that the total is made up of about 9.4 million tons from roofing tear-offs and about 1.6 million tons from manufacturing scrap. Developing beneficial uses for these materials would conserve natural resources, promote protection of the environment and strengthen the economy. This project explored the feasibility of using chipped asphalt shingle materials in cement manufacturing kilns and circulating fluidized bed (CFB) boilers. A method of enhancing the value of chipped shingle materials for use as fuel by removing certain fractions for use as substitute raw materials for the manufacture of new shingles was also explored. Procedures were developed to prevent asbestos containing materials from being processed at the chipping facilities, and the frequency of the occurrence of asbestos in residential roofing tear-off materials was evaluated. The economic feasibility of each potential use was evaluated based on experience gained during the project and on a review of the well established use of shingle materials in hot mix asphalt. This project demonstrated that chipped asphalt shingle materials can be suitable for use as fuel in circulating fluidized boilers and cement kilns. More experience would be necessary to determine the full benefits that could be derived and to discover long term effects, but no technical barriers to full scale commercial use of chipped asphalt shingle materials in these applications were discovered. While the technical feasibility of various options was demonstrated, only the use of asphalt shingle materials in hot mix asphalt applications is currently viable economically.

Jameson, Rex, PE

2008-04-28T23:59:59.000Z

71

Development of asphalts and pavements using recycled tire rubber. Phase 1: technical feasibility. Final report  

SciTech Connect (OSTI)

This report documents the technical progress made on the development of asphalts and pavements using recycled tire rubber.

Bullin, J.A.; Davison, R.R.; Glover, C.J. [and others

1998-01-01T23:59:59.000Z

72

A study of the mixing viscosity of asphalt in hot-mix production  

E-Print Network [OSTI]

Gravity and Absorption of Aggregates. 36 Sieve Analysis of Combined Aggregates 37 Centrifuge Kerosene Equivalent Test Data for Estimated Optimum Asphalt Content . 38 Test Data on Molded Specimens for Optimum Asphalt Content 39 XIII . Test Data... there is available to be filled with asphalt. The Centrifuge Kerosene Equivalent (CKE) Test was performed to 11 determine the estimated optimum asphalt content as a percentage of the 10 The American Association of State Highway Officials, "Standard...

Khan, Md. Musharraf Hossain

1961-01-01T23:59:59.000Z

73

Effect of pyrolyzed carbon black on asphalt cement. Part 2. Asphalt binder. Final report, September 1993-May 1995  

SciTech Connect (OSTI)

Scrap tires derived from automobiles have become a large environmental problem in the United States. In the study, research is carried out to investigate the potential use of tire-derived pyrolyzed carbon black from scrap tires as an asphalt cement modifier. The asphlat cements used in the research were AC10 and AC20. Penetration and softening point tests were performed to obtain the consistency of the asphalt cements. The pyrolyzed carbon black, as provided by Wolf Industries, was combined with the asphalt cement in the following percentages: 5%, 10%, 15% and 20%. Penetration, softening point and ductility tests were performed to determine the temperature susceptibility of the modified binder as altered by the pyrolyzed carbon black. In order that the results are comparable to previous testing, commercial carbon black purchased from CABOT Industry was also used as a modifier in the tests. The same test procedures were applied to the asphalt cements modified by commercial carbon black. The test results contained in the report illustrate the viability of the pyrolyzed carbon black as an asphalt modifier. Recommendations are provided to facilitate further research on this particular project. A preliminary assessment of a test road using the pyrolyzed carbon is appended.

Zeng, Y.; Lovell, C.W.

1996-02-20T23:59:59.000Z

74

Asphalt emulsion sealing of uranium mill tailings. 1980 annual report  

SciTech Connect (OSTI)

Studies of asphalt emulsion sealants conducted by the Pacific Northwest Laboratory have demonstrated that the sealants are effective in containing radon and other potentially hazardous material within uranium tailings. The laboratory and field studies have further demonstrated that radon exhalation from uranium tailings piles can be reduced by greater than 99% to near background levels. Field tests at the tailings pile in Grand Junction, Colorado, confirmed that an 8-cm admix seal containing 22 wt% asphalt could be effectively applied with a cold-mix paver. Other techniques were successfully tested, including a soil stabilizer and a hot, rubberized asphalt seal that was applied with a distributor truck. After the seals were applied and compacted, overburden was applied over the seal to protect the seal from ultraviolet degradation.

Hartley, J.N.; Koehmstedt, P.L; Esterl, D.J.; Freeman, H.D.; Buelt, J.L.; Nelson, D.A.; Elmore, M.R.

1981-05-01T23:59:59.000Z

75

Asphalt roofing industry Fourier transform infrared spectroscopy modified bitumen  

SciTech Connect (OSTI)

A Request for Emissions Testing at Four Asphalt Roofing and Processing Facilities was submitted by the US EPA Emission Standards Division (ESD), Minerals and Inorganic Chemicals Group (MICG) to the Emission Measurement Center (EMC). The Emission Measurement Center directed Midwest Research Institute (MRI) to conduct emissions testing at asphalt roofing plants. This report presents results of MRI`s FTIR and Method 25A testing conducted at US Intec in Port Arthur, Texas. The field measurements were performed in September 1997 under several test conditions for both controlled and uncontrolled emissions.

NONE

1999-07-01T23:59:59.000Z

76

Automated titration method for use on blended asphalts  

DOE Patents [OSTI]

A system for determining parameters and compatibility of a substance such as an asphalt or other petroleum substance uses titration to highly accurately determine one or more flocculation occurrences and is especially applicable to the determination or use of Heithaus parameters and optimal mixing of various asphalt stocks. In a preferred embodiment, automated titration in an oxygen gas exclusive system and further using spectrophotometric analysis (2-8) of solution turbidity is presented. A reversible titration technique enabling in-situ titration measurement of various solution concentrations is also presented.

Pauli, Adam T. (Cheyenne, WY); Robertson, Raymond E. (Laramie, WY); Branthaver, Jan F. (Chatham, IL); Schabron, John F. (Laramie, WY)

2012-08-07T23:59:59.000Z

77

A study of the effects of limestone rock asphalt screenings on the structural properties of hot-mix asphaltic concrete made with siliceous materials  

E-Print Network [OSTI]

LiSRagy pptt8pp py IEXAa A STUDY OF THE EFFECTS OF LIMESTONE ROCK ASPHALT SCREENINGS ON THE STRUCTURAL PROPERTIES OF HOT-MIX ASPHALTIC CONCRETE MADE WITH SILICEOUS MATERIALS A Thesis By OSCAR WILLARD. AQBRITTON Submitted to the Graduate... ON THE STRUCTURAL PROPERTIES OF HOT-MIX ASPHALTIC CONCRETE MADE WITH SILICEOUS MATERIALS A Thesis By OSCAR WILLARD ALBRITTON Approved as to Style and Content by: Chairman of Committee ead of Departme t August 1958 ACKNOWLEDGMENTS Acknowledgment is due...

Albritton, Oscar Willard

1958-01-01T23:59:59.000Z

78

Isobaric vapor-liquid equilibria of ethylbenzene + m-xylene and ethylbenzene + o-xylene systems at 6. 66 and 26. 66 kPa  

SciTech Connect (OSTI)

Vapor-liquid equilibrium data were obtained for systems of ethylbenzene with m- and o-xylenes at 6.66 and 26.66 kPa. The activity coefficients were found to be thermodynamically consistent. They were equally well correlated with the Margules, Van Laar, Wilson, NRTL, and UNIQUAC equations. The parameters of these equations are given.

Monton, J.B.; Llopis, F.J. (Univ. de Valencia (Spain). Dept. de Ingenieria Quimica)

1994-01-01T23:59:59.000Z

79

Evaluation of western and eastern shale oil residua as asphalt pavement recycling agents  

SciTech Connect (OSTI)

The objective of this investigation was to perform a preliminary evaluation of the utility of residual materials prepared from Green River Formation (western) and New Albany Shale (eastern) shale oils as recycling agents for aged asphalt pavement. Four petroleum asphalts were first aged by a thin-film accelerated-aging test, which simulates long service life of asphalt in pavement. The aged asphalts were mixed (recycled) with Green River Formation shale oil distillation residua to restore the original viscosities. Separately, for comparison, a commercial recycling agent was used to recycle the aged asphalts under the same circumstances. The recycled asphalts were reaged and the properties of both binder and asphalt-aggregate mixtures studied. Originally, the same study was intended for an eastern shale residua. However, the eastern shale oil distillation residua with the required flash point specification also had the properties of a viscosity builder; therefore, it was studied as such with asphalts that do not achieve sufficient viscosity during processing to serve as usable binders. Results show that Green River Formation shale oil residuum can be used to restore the original asphalt properties with favorable rheological properties, the shale oil residuum has a beneficial effect on resistance to moisture damage, the low-temperature properties of the shale oil residuum recycled asphalts are not adversely affected, and the low-temperature properties of the shale oil residuum recycled asphalts are dependent upon the chemistry of the mixture. The eastern shale oil residua was blended with soft petroleum asphalts. Results show the products have higher viscosities than the starting materials, the rheological properties of the soft asphalt-eastern shale oil residue blends are acceptable, and the eastern shale oil residue has dispersant properties despite its high viscosity. 11 refs., 3 figs., 9 tabs.

Harnsberger, P.M.; Robertson, R.E.

1990-03-01T23:59:59.000Z

80

A Methodology of Quantifying Precipitation Exposure for Wet-Weather Collisions and Evaluating Effectiveness of Open-Grade Asphalt Concrete as a Countermeasure  

E-Print Network [OSTI]

Open-graded Asphaltic Concrete Friction Courses in Arizona.for Open-Graded Asphalt Concrete (OGAC) Wearing Courses.of Open-Grade Asphalt Concrete as a Countermeasure Ching-Yao

Chan, Ching-Yao; Jin, Eui-Jae; Oh, Soon Mi; Ragland, David R

2010-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


81

Summary of Construction Activities and Results from Six Initial Accelerated Pavement Tests Conducted on Asphalt Concrete Pavement Section for Modified-Binder Overlay  

E-Print Network [OSTI]

Testing on the Asphalt Concrete FWD testing was conducted onin asphalt concrete modulus after HVS testing for Sectionsconcrete pavements under accelerated pavement testing. This

Bejarano, Manuel O.; Morton, Bruce S.; Scheffy, Clark

2005-01-01T23:59:59.000Z

82

An analysis of some properties of paving asphalts in Texas as they relate to pavement performance  

E-Print Network [OSTI]

University Chairman of Adv1sory Committee: Dr. William B. Ledbetter This study exam1nes the possibility of the ex1stence of a better defined relationship between rheological asphalt binder properties and pavement performance of thin asphaltic concrete... pavements 1n Texas. Several descriptive, as well as predicti ve models were formulated. These models show that the relat1onsh1p between asphalt binder prop- erties and pavement performance is significant. Indeed, the relation- ship is far more signif1...

DuBose, Emmett Haygood

1980-01-01T23:59:59.000Z

83

Tertiary nitrogen heterocyclic material to reduce moisture-induced damage in asphalt-aggregate mixtures  

DOE Patents [OSTI]

Asphalt-aggregate roads crack when subjected to freezing and thawing cycles. Herein, the useful life of asphalts are substantially improved by a minor amount of a moisture damage inhibiting agent selected from compounds having a pyridine moiety, including acid salts of such compounds. A shale oil fraction may serve as the source of the improving agent and may simply be blended with conventional petroleum asphalts.

Plancher, Henry (Laramie, WY); Petersen, Joseph C. (Laramie, WY)

1982-01-01T23:59:59.000Z

84

E-Print Network 3.0 - asphalt composition aplicacao Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Waste Processing Conference Proceedings ASME 1994 THE NEW HAMPSHIRE BOTTOM Summary: ash utilization in asphalt paving. Over a period of 18 months, hourly and composite bottom...

85

E-Print Network 3.0 - asphaltic sand Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

from Concrete and Asphalt Plants... is proposing to operate the sand and gravel mining operation. Mineral ... Source: Netoff, Theoden - Department of Biomedical Engineering,...

86

An investigation of three problems concerning the analysis of airborne asphalt fumes  

E-Print Network [OSTI]

and well documented carcinogens; however, the BaP content of asphalt fumes is only about 0. 03 percent of the BaP content of coal fed coke oven emissions. 4 This strongly illustrates the need to avoid confusion between asphalts and tars or pitches from... in the composition of asphalt and tar or pitch . The principal significant difference lies in the fact that there are much smaller amounts of PNA's in asphalt fumes than are found in tar or pitch fumes. Coke ovens and coal gasification plants also produce a fume...

Laird, Larry Teal

1981-01-01T23:59:59.000Z

87

E-Print Network 3.0 - asphalt paving mixtures Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

process. Field aging... of asphalts. One consequence is that these ... Source: Louisiana Forest Products Development Center Collection: Renewable Energy 4 By-Products Utilization...

88

E-Print Network 3.0 - asphalt technology test Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

ti R h... change 12;Asphalt Industry Background & Challengesg g Approximately 68% of GDP utilizes our Source: Iowa State University, Office of Biorenewables Programs...

89

E-Print Network 3.0 - asphalt plants truck Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

aging of asphalt binder in HMA occurs in ... Source: Southwest Region University Transportation Center Collection: Engineering ; Energy Storage, Conversion and Utilization 12...

90

E-Print Network 3.0 - asphalt construction premature Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

(HMA), it's just... of asphalt binder during the heating process (called as short-term aging) is controlled considerably. Less... . The construction season expands and the haul...

91

E-Print Network 3.0 - asphalt Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

(HMA), it's just... of asphalt binder during the heating process (called as short-term aging) is controlled considerably. Less... -bound water and generates foaming effect to...

92

E-Print Network 3.0 - asphalts Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

(HMA), it's just... of asphalt binder during the heating process (called as short-term aging) is controlled considerably. Less... -bound water and generates foaming effect to...

93

E-Print Network 3.0 - anionic emulsified asphalt Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

and used without thermal pretreatment as an aggregate in the asphalt mix. Land disposal Source: Wisconsin-Milwaukee, University of - Department of Civil Engineering and...

94

E-Print Network 3.0 - asphalt concrete mixtures Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Medicine 10 Rheological Investigation of the Influence of Acrylate Polymers on the Modification of Asphalt Summary: - vestigated at 4, 6 and 8% polymer concentrations. Both melt...

95

E-Print Network 3.0 - aged asphalt concrete Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

5 Rheological Investigation of the Influence of Acrylate Polymers on the Modification of Asphalt Summary: - vestigated at 4, 6 and 8% polymer concentrations. Both melt...

96

E-Print Network 3.0 - asphalt content Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

7 Rheological Investigation of the Influence of Acrylate Polymers on the Modification of Asphalt Summary: on poly- mer content, polymer type, and characteristics of base...

97

E-Print Network 3.0 - asphalt pavements Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

-- Deloffre* L. -- Duhamel** D... of asphalt pavement layers. To analyze this effect, a model and a software called ViscoRoute have been... stemming from the specialized...

98

Integrated coke, asphalt and jet fuel production process and apparatus  

DOE Patents [OSTI]

A process and apparatus for the production of coke, asphalt and jet fuel m a feed of fossil fuels containing volatile carbon compounds therein is disclosed. The process includes the steps of pyrolyzing the feed in an entrained bed pyrolyzing means, separating the volatile pyrolysis products from the solid pyrolysis products removing at least one coke from the solid pyrolysis products, fractionating the volatile pyrolysis products to produce an overhead stream and a bottom stream which is useful as asphalt for road pavement, condensing the overhead stream to produce a condensed liquid fraction and a noncondensable, gaseous fraction, and removing water from the condensed liquid fraction to produce a jet fuel-containing product. The disclosed apparatus is useful for practicing the foregoing process. the process provides a useful method of mass producing and jet fuels from materials such as coal, oil shale and tar sands.

Shang, Jer Y. (McLean, VA)

1991-01-01T23:59:59.000Z

99

A novel method of bitumen extraction from asphalt pavement  

SciTech Connect (OSTI)

A new method of extracting bitumen from asphalt pavement mixtures has been developed which does not require chlorinated or aromatic compounds for solvents. The preferred solvent is cyclohexane (although cyclopentane may be used) at high temperatures and pressures. The new method requires equipment that is less costly than the centrifuge method currently used and takes less time than extractions with Bioact but more time than when chlorocompounds are used.

Houser, T.J. (Western Michigan Univ., Kalamazoo (United States))

1990-07-01T23:59:59.000Z

100

Microstructural Characterization of the Chemo-mechanical Behavior of Asphalt in Terms of Aging and Fatigue Performance Properties  

E-Print Network [OSTI]

implements the framework of chemo-mechanics by investigating two types of chemical modification processes, natural (oxidative aging) and synthetic (chemical doping) as they relate not only to macro-scale properties of asphalt binder but also to the asphalt...

Allen, Robert Grover

2013-03-27T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


101

A unified method for the analysis of nonlinear viscoelasticity and fatigue cracking of asphalt mixtures using the dynamic mechanical analyzer  

E-Print Network [OSTI]

..................................................................................... 69 Energy Method to Characterize Fatigue Damage in Asphalt Pavements .................................................................................... 70 Definition of Dissipated Energy (DE) Components.... Dallas N. Little Fatigue cracking is one of the primary modes of distress in asphalt pavements that has an important economic impact. Fatigue resistance characterization of an asphalt mixture is a complex issue due to: (i) composite nature...

Castelo Branco, Veronica Teixeira Franco

2009-05-15T23:59:59.000Z

102

Detection of Benzene, Toluene, Ethyl Benzene, and Xylenes (BTEX) Using Toluene Dioxygenase-Peroxidase Coupling Reactions  

E-Print Network [OSTI]

bioassay may be suitable for field monitoring of BTEX to identify and track contaminated water and follow in contaminated water because of their accuracy and sensitivity. Although very sensitive, the cost associatedDetection of Benzene, Toluene, Ethyl Benzene, and Xylenes (BTEX) Using Toluene Dioxygenase

Chen, Wilfred

103

Quaternary liquid-liquid equilibrium of n-heptane-toluene-o-xylene-propylene carbonate  

SciTech Connect (OSTI)

Liquid-liquid equilibrium data for the system n-heptane/toluene/o-xylene/propylene carbonate were obtained at 25 OC. Experimental tie line data were measured by gas chromatographic analysis. The UNIQUAC and NRTL models were used to predict the quaternary data from the corresponding ternary data. Agreement between the predictions and the experimental data was satisfactory.

Salem, A.B.S.H.; Hamad, E.Z.; Al-Naafa, M.A. (King Fahd Univ. of Petroleum and Minerals, Dhahran (Saudi Arabia). Chemical Engineering Dept.)

1994-03-01T23:59:59.000Z

104

Remedial investigation/feasibility study analysis asphalt storage area, Elmendorf AFB, Alaska. Master's thesis  

SciTech Connect (OSTI)

This report is focused on an abandoned material storage area located on Elmendorf Air Force Base (EAFB), Alaska. The site is located approximately 2000 feet from the east end of the east/west runway and includes approximately 25 acres. The site was used for asphalt storage and preparation activities during the 1940s and 1950s. Approximately 4,500 drums of asphalt and 29 drums of unknown materials have been abandoned at the site. The drums are located in 32 areas throughout the 25-acre site. Following several decades of exposure to the elements, many of the drums have corroded and leaked to the ground surface. Several acres of soil are inundated with liquid asphalt that has leaked from the drums. Depths of the asphalt range from 6 to 10 inches in areas where surface anomalies have created depressions, and thus a collection point for the asphalt. A 14-x 18-x 4 foot wood frame pit used to support previous asphalt operations is located at the north end of the site. The pit contains approximately 2300 gallons of asphalt. There are also locations where the soil appears to be contaminated by petroleum products other than asphalt.

Miller, N.S.

1993-01-01T23:59:59.000Z

105

Studies of asphalt air blowing and development of a new short-term aging technique  

E-Print Network [OSTI]

In this work asphalt air blowing has been studied from two perspectives. First, the process itself was investigated in terms of the effect of air-blowing conditions on the properties of the asphalt materials obtained. It was found that according...

Vassiliev, Nicolai

2001-01-01T23:59:59.000Z

106

Dynamic Effects on Moisture Transport in Asphalt Concrete M. Emin Kutay1  

E-Print Network [OSTI]

Dynamic Effects on Moisture Transport in Asphalt Concrete M. Emin Kutay1 and Ahmet H. Aydilek2 2007 133:7 406 CE Database subject headings: Moisture; Asphalt concrete; Dynamics; Hydraulic and Magdalena 2002 ; however, limited research has been conducted in modeling dynamic flow in porous geomedia

Aydilek, Ahmet

107

Experimental and theoretical STM imaging of xylene isomers on Pd,,111... D. N. Futaba, J. P. Landry, A. Loui, and S. Chiang*  

E-Print Network [OSTI]

and experimental study of the three isomers of xylene, C6H4 CH3 2, adsorbed on Pd 111 . Using scanning tunneling as well investigated.3­5 The scanning tunneling microscope STM affords the ability to obtain a highly and STM, the chamber was backfilled with 99 %- purity xylene using a variable-leak valve. The xylene

Chiang, Shirley

108

Characterization of asphalt cements modified with crumbed rubber from discarded tires. Final report  

SciTech Connect (OSTI)

The potential legislative requirement for incorporation of scrap rubber into asphalt blends mandated a thorough evaluation of the influence of scrap rubber additives on the physical properties and aging characteristics of rubber/asphalt blends. Blends with up to 20 percent ground vulcanized rubber (both crumb and 200 mesh powder particles) from recycled tires were prepared with asphalt cements of various grades (AC5 - AC30) and evaluated using DMA. Blends produced from powdered rubber particles exhibited Newtonian behavior at high temperatures; similar behavior was not observed with crumb rubber blends. The mechanical properties of asphalt-rubber blends depend upon the concentration of rubber additives, the particle dimensions, and the chemical composition of the asphalt.

Daly, W.H.; Negulescu, I.I.

1994-11-01T23:59:59.000Z

109

Evaluation of an eastern shale oil residue as an asphalt additive  

SciTech Connect (OSTI)

An evaluation of eastern shale oil (ESO) residue as an asphalt additive to reduce oxidative age hardening and moisture susceptibility was conducted by Western Research Institute (WRI). The ESO residue, have a viscosity of 23.9 Pa{lg_bullet}s at 60{degree}C (140{degree}F), was blended with three different petroleum-derived asphalts, ASD-1, AAK-1, and AAM-1, which are known to be very susceptible to oxidative aging. Rheological and infrared analyses of the unaged and aged asphalts and the blends were then conducted to evaluate oxidative age hardening. In addition, the petroleum-derived asphalts and the blends were coated onto three different aggregates, Lithonia granite (RA), a low-absorption limestone (RD), and a siliceous Gulf Coast gravel (RL), and compacted into briquettes. Successive freeze-thaw cycling was then conducted to evaluate the moisture susceptibility of the prepared briquettes. The rheological analyses of the unaged petroleum-derived asphalts and their respective blends indicate that the samples satisfy the rutting requirement. However, the aging indexes for the rolling thin film oven (RTFO)-aged and RTFO/pressure aging vessel (PAV)-aged samples indicate that the blends are stiffer than the petroleum-derived asphalts. This means that when in service the blends will be more prone to pavement embrittlement and fatigue cracking than the petroleum-derived asphalts. Infrared analyses were also conducted on the three petroleum-derived asphalts and the blends before and after RTFO/PAV aging. In general, upon RTFO/PAV aging, the amounts of carbonyls and sulfoxides in the samples increase, indicating that the addition of the ESO residue does not mitigate the chemical aging (oxidation) of the petroleum-derived asphalts. This information correlates with the rheological data and the aging indexes that were calculated for the petroleum-derived asphalts and the blends.

Thomas, K.P.; Harnsberger, P.M.

1995-09-01T23:59:59.000Z

110

High temperature performance of scrap tire rubber modified asphalt concrete  

SciTech Connect (OSTI)

Wheel track rutting tests on mixes modified with 30 mesh, 80 mesh, and very fine colloidal crumb rubber particles show that a very significant improvement in performance occurs with a reduction in the rubber particle size. The SHRP binder test for rutting, which was originally developed for homogeneous systems only, does not predict the performance improvement for smaller rubber particles. If these new scrap rubber binder systems are to be used in pavements then rutting tests on the asphalt-aggregate mixture should be conducted in order to accurately predict high temperature performance.

Coomarasamy, A. [Ministry of Transportation, Downsview, Ontario (Canada); Manolis, S.; Hesp, S. [Queen`s Univ., Kingston, Ontario (Canada)

1996-12-31T23:59:59.000Z

111

Mechanistic Studies of Reactions of Peroxodiiron(III) Intermediates in T201 Variants of Toluene/o-Xylene Monooxygenase Hydroxylase  

E-Print Network [OSTI]

Site-directed mutagenesis studies of a strictly conserved T201 residue in the active site of toluene/o-xylene monooxygenase hydroxylase (ToMOH) revealed that a single mutation can facilitate kinetic isolation of two ...

Lippard, Stephen J.

112

Study of permanent deformation mechanism in asphalt mixes in relation to microcrack growth  

E-Print Network [OSTI]

Recent developments by Lytton et al. (1998) indicate phics. that the growth of micrographs in asphalt layers under repeated loading is also a cause for the accumulation of permanent deformation or rutting in pavements besides the plastic strain...

Bhairampally, Rajesh Kumar

1998-01-01T23:59:59.000Z

113

E-Print Network 3.0 - asphalt roofing shingles Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

E. Clark, Ph.D., P.E., D. WRE, Brett V. Long, Christina Y.S. Siu, Julia Spicher, Kelly A. Summary: woods, cedar shakes, asphalt shingles, galvanized (uncoated) metal, and an...

114

A program to design asphalt concrete overlays to mitigate reflection cracking  

E-Print Network [OSTI]

of the research are to understand the occurrence and behavior of reflection cracking and for devising ways of mitigating them and to put together an effective and complete package of computer programs to design asphalt concrete overlays. Another primary objective...

Satyanarayana Rao, Sindhu

2002-01-01T23:59:59.000Z

115

E-Print Network 3.0 - asphalt mixtures Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

pitch-matrix composites Summary: evaluation of modified asphalt paving mixtures. Canadian J Civil Eng 1994; 21(6):954-65. 9 Lesueur D... online 19 June 2004 Abstract The...

116

E-Print Network 3.0 - asphalt overlay design Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

the porous overlay must be designed... safety under wet conditions. The overlay allows rainwater to drain down through the pores in the asphalt... . Part of the test section was...

117

Characterization of aggregate resistance to degradation in stone matrix asphalt mixtures  

E-Print Network [OSTI]

Stone matrix asphalt (SMA) mixtures rely on stone-on-stone contacts among particles to resist applied forces and permanent deformation. Aggregates in SMA should resist degradation (fracture and abrasion) under high stresses at the contact points...

Gatchalian, Dennis

2006-04-12T23:59:59.000Z

118

A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete  

E-Print Network [OSTI]

constitutive relationships are implemented in the Pavement Analysis using Nonlinear Damage Approach (PANDA) finite element (FE) package to model the moisture damage effect on the complex environmental-mechanical response of asphalt concrete. The developed...

Shakiba, Maryam

2013-12-09T23:59:59.000Z

119

Development of a Prediction Model for Skid Resistance of Asphalt Pavements  

E-Print Network [OSTI]

The skid resistance of asphalt pavement is a major characteristic that determines the driving safety on a road, especially under wet surface conditions. Skid resistance is primarily a function of the microtexture and macrotexture of a pavement...

Rezaei, Arash

2012-02-14T23:59:59.000Z

120

Chip Seals for Asphalt Concrete Pavements: A Proposed Emulsion Residue Specification and Existing Pavement Texture Evaluation  

E-Print Network [OSTI]

Chip seals are a pavement surface treatment used for maintaining asphalt concrete pavements. National Cooperative Highway Research Program (NCHRP) Project 14-17 was performed to produce a national Chip Seal Manual which would consolidate the best...

Hoyt, Denise

2012-07-16T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


121

Development of a long-term durability specification for polymer modified asphalt  

E-Print Network [OSTI]

In recent years an increased use of polymers has occurred to modify asphalt binders, mainly to decrease pavement rutting but also to improve binder failure strain in direct tension. Whereas all of these effects positively impact the durability...

Woo, Won Jun

2009-06-02T23:59:59.000Z

122

E-Print Network 3.0 - asphalt combustion process Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

67 LA-UR-03-3983 July 2003 Approved for public release; Summary: are modeled in this analysis. Asphalt plants generate criteria pollutants from the combustion in the gas... of any...

123

E-Print Network 3.0 - asphalt pavement cracking Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

southbound on US-169 are coming from the gravel pits, concrete plants, and waste disposal facilities just north Summary: of the same UTW design on hot-mix asphalt (HMA)...

124

E-Print Network 3.0 - asphalt concrete performance Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

O R E G O N S T A T E U N I V E R S I T Y Summary: , "Relationship Between Laboratory Aging Tests and Field Performance of Asphalt Concrete Mixtures," Proceedings... Tests and...

125

E-Print Network 3.0 - asphalt hardening Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

materials used in roads and predicting road lives Source: Collection: Engineering 22 Bi Oil i A h ltBio-Oil in Asphalt ApplicationsApplications Summary: Bi Oil i A h ltBio-Oil in...

126

A study to improve the engineering properties of limestone rock asphalt paving mixtures  

E-Print Network [OSTI]

asphalt is a naturally occuring calcareous material with its interstices filled with natural bitumen. Deposits of this material exist in various locations throughout the United States. The 1 imestone rock asphalt materials used for thi s study... streets, parking lots, etc . Since the aggregate contains natural bitumen, the amount of additional asp baltic binder required to produce a quality paving mixture is reduced. Consequently, the cost of building a road with this material is reduced...

Goodwin, Philip Wayne

1978-01-01T23:59:59.000Z

127

The morphology of polymer modified asphalt and its relationship to rheology and durability  

E-Print Network [OSTI]

Kraus, B.S., Georgia Institute of Technology Chair of Advisory Committee: Dr. Charles J. Glover Polymers are added to asphalt binders primarily to stiffen the binder at higher temperatures and thus to protect the pavement against rutting... at summertime temperatures early in the pavement’s life. Also, it has been noted that polymers typically increase the ductility of a binder and that some polymer-asphalt combinations are especially effective. Furthermore, it is hypothesized that enhancing a...

Kraus, Zachary Rothman

2008-10-10T23:59:59.000Z

128

Oxidative reactions and their impact on the properties of asphalt as a pavement binder  

E-Print Network [OSTI]

OXIDATIVE REACTIONS AND THEIR IMPACT ON THE PROPERTIES OF ASPHALT AS A PAVE~ BINDER A Thesis by CHEE KEUNG LAU Submitted to the Office of Graduate Studies of Texas A & M University in partial fulfillment of the requirements for the degree... of MASTER OF SCIENCE December 1991 Major Subject: Chemical Engineering OXIDATIVE REACTIONS AND THEIR IMPACT ON THE PROPERTIES OF ASPHALT AS A PAVEMENT BINDER A Thesis by CHEE KEUNG LAU Approved as to style and content by: Charles J. over (Chair...

Lau, Chee Keung

1991-01-01T23:59:59.000Z

129

The development of a computerized analysis for asphaltic-concrete-mechanical-characterization data  

E-Print Network [OSTI]

THE DEVELOPMENT OF A COMPUTERIZED ANALYSIS FOR ASPHALTIC- CONCRETE-MECHANICAL-CHARACTERIZATION DATA A Thesis by HARVEY OSCAR FLEISHER Submitted to the Graduate College of Texas A&M University in partial fulfillment of the requirement... for the degree of MASTER OF SCIENCE August 1972 Major Subject: Industrial Engineering THE DEVELOPMENT OF A COMPUTERIZED ANALYSIS FOR ASPHALTIC- CONCRETE-MECHANICAL-CHARACTERIZATION DATA A Thesis by HARVEY OSCAR FLEISHER Approved as to style and content...

Fleisher, Harvey Oscar

1972-01-01T23:59:59.000Z

130

Evaluation of oil shale bitumen as a pavement asphalt additive to reduce moisture damage susceptibility  

SciTech Connect (OSTI)

An unrefined shale bitumen was evaluated as an agent to reduce moisture damage susceptibility of asphalt aggregate mixtures. Some activity was observed but less than might have been expected based on the molecular weight and nitrogen content of the bitumen. The counter effects of free carboxylic acids, which are known to be variable in asphalt and which are also present in the unrefined bitumen, appear to diminish the activity of the bitumen to inhibit moisture damage. 5 refs., 1 tab.

Robertson, R.E.; Harnsberger, P.M.; Wolf, J.M.

1991-01-01T23:59:59.000Z

131

Laboratory Evaluation of Hot-Mix Asphalt Concrete Fatigue Cracking Resistance  

E-Print Network [OSTI]

LABORATORY EVALUATION OF HOT-MIX ASPHALT CONCRETE FATIGUE CRACKING RESISTANCE A Thesis by BRANDON PARKER JAMISON Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment of the requirements... for the degree of MASTER OF SCIENCE December 2010 Major Subject: Civil Engineering LABORATORY EVALUATION OF HOT-MIX ASPHALT CONCRETE FATIGUE CRACKING RESISTANCE A Thesis by BRANDON PARKER JAMISON Submitted to the Office of Graduate...

Jamison, Brandon Parker

2012-02-14T23:59:59.000Z

132

Evaluation of the effects of crumb rubber and SBR on rutting resistance of asphalt concrete  

SciTech Connect (OSTI)

This paper presents the results of a study to evaluate the effects of addition of crumb rubber (CR) and styrene-butadiene rubber (SBR) on the rutting resistance of asphalt concrete. These two additives were blended with an AC-20 and an AC-30 grade asphalt cements at different levels of concentrations. These modified and unmodified asphalt blends were tested at intermediate and high temperatures to evaluate their rutting resistance characteristics. They were also used to make Florida type S-I structural surface mixtures. These mixtures were made into Marshall-size specimens by using Gyratory Testing Machine (GTM) equipped with air-roller to compact and density to three compaction levels which simulate three different conditions in the pavement. The FDOT`s (Florida Department of Transportation) Loaded Wheel Tester was also used to evaluate the rutting resistance of these asphalt mixtures. The test results indicate that the modified asphalt mixtures show relatively better rutting resistance and shear resistance as compared with the unmodified asphalt mixtures.

Shih, Chuang-Tsair; Tia, Mang; Ruth, B.E. [Univ. of Florida, Gainesville, FL (United States)

1996-12-31T23:59:59.000Z

133

The influence of initial soil moisture content on the fate of xylene applies to soil  

E-Print Network [OSTI]

of -1 0. 15, 0. 20, and 0. 26 kg kg correspond to moisture potentials of -100, -68, and -33 kPa. It was initially of interest to investigate the mobility of xylene at a loading rate equivalent to 9. 52 of the total pore volume. The loading rate... in experimental design. Treat- ment Number Lysimeter Numbers Moisture Water Loading Content Potential Rate (kg kg ) (kPa) (%%d PV) Equivalent Depth of Application (m) 1 2 3 4 5 12, 15, 18 7, 10, 11 3, 4, 5 1, 2, 9 8, 14, 17 0. 15 0. 20 0...

Aurelius, Marcus William

2012-06-07T23:59:59.000Z

134

Development of statistical wet weather model to evaluate frictional properties at the pavement-tire interface on hot mix asphalt concrete  

E-Print Network [OSTI]

Skid resistance on wet pavements is influenced by friction at the tire-pavement interface as well as overall hot mix asphalt (HMA) performance. It is important to control aggregate, asphalt, and mix properties to achieve desirable frictional...

Bedi, Harpreet

2001-01-01T23:59:59.000Z

135

Effects of carboxylic acids on the rheological properties of crumb rubber modified asphalt  

SciTech Connect (OSTI)

The Federal mandate of 1991-1995 on the use of scrap tires in Federal roadway construction sparked a major interest in gaining a fundamental understanding of the behavior of rubber in asphalt. This study is a systematic elucidation of what chemistry controls the final crumb rubber modified asphalt (CRMA) product quality. We discovered that the type and total acid content in the asphalt are the most influential chemical factors that determine the changes in the important roadway properties of shear modulus (G*) and loss angle ({delta}) of CRMA. Low acid (<0.005 m/L) asphalts were modified with three types of carboxylic acid and each made into CRMA using typical field mixing conditions of 1 hour at 175{degrees}C. Rheological measurements were then made at various storage times up to 192 hours following storage at both 156 and 200{degrees}C. We found the changes in CRMA theological properties correspond to the acid type spiked into the asphalt.

Tauer, J.E.; Robertson, R.E. [Western Research Institute, Laramie, WY (United States)

1996-12-31T23:59:59.000Z

136

Evaluation of an eastern shale oil residue as an asphalt additive  

SciTech Connect (OSTI)

An evaluation of eastern shale oil (ESO) residue as an asphalt additive to reduce oxidative age-hardening and moisture susceptibility was conducted. The ESO residue, having a viscosity of 23.9 Pa{sm_bullet}s at 60{degrees}C (140{degrees}F), was blended with three different petroleum-derived asphalts, AAD-1, AAK-1, and AAM-1, that are known to be very susceptible to oxidative aging. Rheological and infrared analyses of the unaged and aged asphalts and the blends were then conducted to evaluate oxidative age-hardening. In addition, the petroleum-derived asphalts and the blends were coated onto three different aggregates, Lithonia granite (RA), a low-absorption limestone (RD), and a silicious Gulf Coast gravel (RL), and compacted into briquets. Successive freeze-thaw cycling was then conducted to evaluate the moisture susceptibility of the prepared briquets. The abbreviations used above for the asphalts and the aggregates are part of the Strategic Highway Research Program nomenclature.

Thomas, K.P.; Harnsberger, P.M.

1995-12-19T23:59:59.000Z

137

A study of sand-asphalt mixtures: a constitutive model based on a thermomechanical framework and experimental corroboration  

E-Print Network [OSTI]

and modeling of asphalt from ancient to modern times. An account of the history of roads can be found in [2],[3]. From tool making to mummification to storing nuclear waste, asphalt hasserved asa versatile engineering material. The Shell bitumen handbooklists...

Ravindran, Parag

2009-06-02T23:59:59.000Z

138

Asphalt emulsion radon barrier systems for uranium mill tailings: an overview of the technology  

SciTech Connect (OSTI)

Pacific Northwest Laboratory (PNL), under contract to the US Department of Energy (DOE) Uranium Mill Tailings Remedial Action Project (UMTRAP) office, has developed an asphalt emulsion cover system to reduce the release of radon from uranium mill tailings. The system has been field tested at Grand Junction, Colorado. Results from laboratory and field tests indicate that this system is effective in reducing radon release to near-background levels (<2.5 pCi m/sup -2/s/sup -1/) and has the properties required for long-term effectiveness and stability. Engineering specifications have been developed, and analysis indicates that asphalt emulsion covers are cost-competitive with other cover systems. This report summarizes the technology for asphalt emulsion radon barrier systems. 59 references, 45 figures, 36 tables.

Baker, E.G.; Hartley, J.N.; Freeman, H.D.; Gates, T.E.; Nelson, D.A.; Dunning, R.L.

1984-03-01T23:59:59.000Z

139

Application of pyrolized carbon black from scrap tires in asphalt pavement design and construction  

SciTech Connect (OSTI)

According to EPA reports (1991) of the over 242 million waste generated each year in the United State, 5% are exported, 6% recycled, 11% incinerated, and 78% are landfilled, stockpiled, or illegally dumped. A variety of uses for these tires are being studied. Among these is pyrolysis which produces 5 5% of oil, 25% of carbon black, 9% of steel, 5% of fiber and 6% of gas. Pyrolized carbon black contains 9 % of ash, 4% of sulfur, 12% of butadine copolymer and 75% of carbon black. The objective of this research is to investigate the viability of using PCB as an additive in hot mix asphalt. The use of PCB in asphalt pavement is expected not only to improve the performance of conventional asphalt, but also to provide a means for the mass disposal of waste fires.

Park, T.; Coree, B.J. [Indiana Department of Transportation, West Lafayette, IN (United States). Division of Research; Lovell, C.W. [Purdue Univ., West Lafayette, IN (United States). School of Civil Engineering

1995-12-31T23:59:59.000Z

140

Asphalt and Asphaltic Concrete  

E-Print Network [OSTI]

, and combined curb and gutter furnished and set, the rate for resetting old curbing; the rate per cubic yard for extra concrete, if any is used; the price per cubic yard for broken stone or gravel; the rate per square yard for paving and for relaying old...- tified and given access to the same at least ten days be- fore it is required for use, and any work in which re- jected cement was used will be rejected altogether. 5. The cement shall be packed in strong bags having printed on the outside the brand...

Young, A. R.

1914-05-01T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


141

Mixture design and performance prediction of rubber-modified asphalt in Ohio. Final report  

SciTech Connect (OSTI)

Appropriate disposal of scrap tires has been a major environmental concern over the years, mainly due to potential fire and health hazards associated with uncontrolled stockpiling. Primarily driven by this environmental concern, the Intermodal Surface Transportation Efficiency Act (ISTEA) of 1991 has required each State to begin incorporating scrap tire rubber into its asphalt paving materials. Although in the revision of the original ISTEA, the mandate has been eliminated, there remains a language of encouraging the use of crumb rubbers in asphalt paving materials. Ohio Department of Transportation (ODOT) desires to develop the mix design procedure, construction practice, and performance specifications for crumb rubber modified asphalt paving materials. This research was conducted to develop the needed design and construction guidance for meeting the ODOT anticipated needs. Specifically, the objectives of this research encompass the following scope: (1) investigation of the rheological properties of asphalt-rubber binder to determine optimum content of crumb rubber, (2) development of optimum mix design for various applications, including both wet and dry mix processes, (3) characterization of mechanical properties of recommended paving mixtures, including resilient modulus, fatigue cracking behavior, low-temperature thermal cracking resistance, water sensitivity test, incremental creep test and loaded wheel track test, and (4) comparison of performance of selected paving mixes.

Liang, R.Y.

1997-08-01T23:59:59.000Z

142

Project Information Form Project Title Evaluation of the Combined Effect of Recycled Asphalt Pavement (RAP),  

E-Print Network [OSTI]

(s) and Amounts Provided (by each agency or organization) Caltrans $90,315 Total Project Cost $90,315 Agency IDProject Information Form Project Title Evaluation of the Combined Effect of Recycled Asphalt of Research Project As virgin material sources become increasingly scarce, and the volume of pavement material

California at Davis, University of

143

Project Information Form Project Title Evaluation of the Combined Effect of Recycled Asphalt Pavement (RAP),  

E-Print Network [OSTI]

(s) and Amounts Provided (by each agency or organization) Caltrans $90,538 Total Project Cost $90,538 Agency IDProject Information Form Project Title Evaluation of the Combined Effect of Recycled Asphalt of Research Project As virgin material sources become increasingly scarce, and the volume of pavement material

California at Davis, University of

144

Rheological Investigation of the Influence of Acrylate Polymers on the Modification of Asphalt  

E-Print Network [OSTI]

of Chemical Engineering, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia 2 Department of Civil Engineering, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia, increasing traffic volume, high traffic load, and weather accelerate the pavement deterioration.2 So, asphalt

Hussein, Ibnelwaleed A.

145

FIELD PERFORMANCE AND LABORATORY EVALUATION OF WARM MIX ASPHALT PRODUCED WITH RUBBERIZED BITUMEN  

E-Print Network [OSTI]

FIELD PERFORMANCE AND LABORATORY EVALUATION OF WARM MIX ASPHALT PRODUCED WITH RUBBERIZED BITUMEN of rubberized bitumen has been spread out mainly due to environmental aspects, but high mixing and compaction temperatures are necessary due to the higher viscosity of this bitumen. A WMA mixture (using a surfactant

Paris-Sud XI, Université de

146

The effect of air blowing on the properties of rubber-modified asphalt binder  

E-Print Network [OSTI]

production and use. Air blowing, accompanied by high shear mixing at elevated temperatures, was used to produce many asphalt-rubber blends in an attempt to discover a binder which resists phase separation. These air-blown, rubber-modified binders were...

Bauer, Shauna Erin

1997-01-01T23:59:59.000Z

147

Analytical-Numerical Methodology to Measure Undamaged, Fracture and Healing Properties of Asphalt Mixtures  

E-Print Network [OSTI]

of the stiffness gradient at 10C in year 2 ............................ 62? Table 10.Statistical summary of the stiffness gradient at 10C test in year 3 ................... 62? Table 11.Statistical summary of stiffness gradient at 10C in year 4...? APPENDIX C ................................................................................................................ 155? vii LIST OF FIGURES Figure 1.Air void distribution in field asphalt layers...

Koohi, Yasser 1980-

2012-08-29T23:59:59.000Z

148

Influence of coarse aggregate size, shape and surface texture on rutting of hot mix asphalt concrete  

E-Print Network [OSTI]

increased Hveem Stability, Marshall Stability and resistance to creep of hot mix asphalt concrete. The resilient modulus of the specimens was also enhanced by the increase in the amount of crushed aggregate in the mix at high temperatures (115'F). Fractal...

Yeggoni, Mohan

1993-01-01T23:59:59.000Z

149

A Model for the Nonlinear Mechanical Behavior of Asphalt Binders and its Application in Prediction of Rutting Susceptibility  

E-Print Network [OSTI]

The mechanical behavior of asphalt binders is nonlinear. The binders exhibit shear thinning/thickening behavior in steady shear tests and non-proportational behavior in other standard viscoelastic tests such as creep-recovery or stress relaxation...

Srinivasa Parthasarathy, Atul

2013-04-30T23:59:59.000Z

150

Application of Direct Tension Testing to Laboratory Samples to Investigate the Effects of Hot Mix Asphalt Aging  

E-Print Network [OSTI]

While the oxidation of binders in hot mix asphalt (HMA) pavements and its subsequent detrimental effects on pavement life have been well recognized in the last few years, many important issues have not yet been investigated. Understanding how best...

Padigala, Meghana 1989-

2012-12-07T23:59:59.000Z

151

Fatigue resistance of hot-mix asphalt concrete (HMAC) mixtures using the calibrated mechanistic with surface energy (CMSE) measurements approach  

E-Print Network [OSTI]

Fatigue cracking is one of the fundamental distresses that occur in the life of a Hot Mix Asphalt Concrete (HMAC) pavement. This load induced distress leads to structural collapse of the entire pavement ultimately and can only be remedied...

Ofori-Abebresse, Edward Kwame

2006-10-30T23:59:59.000Z

152

Modeling Hot Mix Asphalt Compaction Using a Thermodynamics Based Compressible Viscoelastic Model within the Framework of Multiple Natural Configurations  

E-Print Network [OSTI]

asphalt (HMA) using the notion of multiple natural configurations. A thermodynamic framework is employed to study the non-linear dissipative response associated with HMA by specifying the forms for the stored energy and the rate of dissipation function...

Koneru, Saradhi

2011-10-21T23:59:59.000Z

153

Correlation of the phase equilibrium data for the heptane-toluene-sulfolane and heptane-xylene-sulfolane systems  

SciTech Connect (OSTI)

Liquid-liquid equilibrium data were measured for the heptane-toluene-sulfolane system at 25{sup 0}C and for the heptane-xylene-sulfolane system at 17, 25, and 50{sup 0}C. The NRTL and UNIQUAC equations are used to correlate the experimental data and to predict the phase compositions of the ternary systems. The agreement between the predicted and the experimental results was equally good with both equations.

Cassell, G.W.; Hassan, M.M.; Hines, A.L. (Univ. of Missouri, Dept. of Chemical Engineering, Columbia, MO (US))

1989-10-01T23:59:59.000Z

154

Acute toxicity of toluene, hexane, xylene, and benzene to the rotifers Brachionus calyciflorus and Brachionus plicatilis  

SciTech Connect (OSTI)

A large number of studies on the biological effects of oil pollution in the aquatic environment deal with the effects of whole crude or refined oils or their water-soluble fractions. However, low boiling, aromatic hydrocarbons, which are probably the most toxic constituents of oil, have until now not been examined in sufficient detail. Toluene, benzene and xylene, constitute a major component of various oils. They may be readily lost by weathering but are toxic in waters that are relatively stagnant and are chronically polluted. Korn et al. have stated that toluene is more toxic than many other hydrocarbons such as benzene, though the latter are more water-soluble. Report of the effects of exposure to organic solvents like hexane or toluene are still limited although organic solvents are a well-known group of neurointoxicants. Various benzene derivates continue to be used as chemical intermediates, solvents, pesticides, so on, in spite of incomplete knowledge of their chronic toxicity. The majority of toxicity studies about the effects of pollution on aquatic organisms under controlled conditions have used either fish or the cladoceran Daphnia magna and there are few studies reported using rotifers. The effects of herbicides on population variables of laboratory rotifer cultures have been investigated. Rotifers are one of the main sources of zooplankton production and they have an important ecological significance in the aquatic environment. The present work was designed to investigate the effect of short-term exposure to some petroleum derivates which might be expected to occur immediately under an oil-slick, on freshwater and brackish environment rotifers. 18 refs., 1 tab.

Ferrando, M.D.; Andreu-Moliner, E. (Univ. of Valencia (Spain))

1992-08-01T23:59:59.000Z

155

Thickness estimation of subsurface layers in asphalt pavement using monstatic ground penetrating radar  

E-Print Network [OSTI]

for the degree of MASTER OF SCIENCE December 1991 Major Subject: Electrical Engineering THICKNESS ESTIMATION OF SUBSURFACE LAYERS IN ASPHALT PAVEMENT USING MONSTATIC GROUND PENETRATING RADAR A Thesis CHUN LOK LAU Approved as to style and content by... ACKNOWLEDGEMENTS. LIST OF FIGURES. . CHAPTER I INTRODUCTION. 1. 1 Importance of pavement profile data. 1. 2 Principle of Ground Penetrating Radar (GPR) . . . 1. 3 Subsurface layer thickness measurement method. . . . . . II GPR ANTENNA AND SYSTEM CALIBRATION...

Lau, Chun Lok

1991-01-01T23:59:59.000Z

156

The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt  

E-Print Network [OSTI]

-RCA in an HMA pavement were identified. Results obtained using accelerated laboratory conditions were extrapolated based on anticipated field conditions. Guidelines for the mitigation of potential distresses in HMA made with ASR-RCA are presented. v... through the Airfield Asphalt Pavement Technology Program. Finally, thanks to my mother and father for their encouragement and to my fianc?e for her patience and love. vii NOMENCLATURE AFB - Air Force Base AASHTO - American Association of State...

Geiger, Brian James

2011-10-21T23:59:59.000Z

157

Automated Protocol for the Analysis of Dynamic Mechanical Analyzer Date from Fine Aggregate Asphalt Mixes  

E-Print Network [OSTI]

AUTOMATED PROTOCOL FOR ANALYSIS OF DYNAMIC MECHANICAL ANALYZER DATA FROM FINE AGGREGATE ASPHALT MIXES A Thesis by PEDRO CAVALCANTI DE SOUSA Submitted to the Office of Graduate Studies of Texas A&M University in partial... by PEDRO CAVALCANTI DE SOUSA Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE Approved by: Co-Chairs of Committee, Dallas N. Little Eyad Masad...

Cavalcanti De Sousa, Pedro

2010-10-12T23:59:59.000Z

158

Viscosity, relaxation time, and dynamics within a model asphalt of larger molecules  

SciTech Connect (OSTI)

The dynamics properties of a new “next generation” model asphalt system that represents SHRP AAA-1 asphalt using larger molecules than past models is studied using molecular simulation. The system contains 72 molecules distributed over 12 molecule types that range from nonpolar branched alkanes to polar resins and asphaltenes. Molecular weights range from 290 to 890 g/mol. All-atom molecular dynamics simulations conducted at six temperatures from 298.15 to 533.15 K provide a wealth of correlation data. The modified Kohlrausch-Williams-Watts equation was regressed to reorientation time correlation functions and extrapolated to calculate average rotational relaxation times for individual molecules. The rotational relaxation rate of molecules decreased significantly with increasing size and decreasing temperature. Translational self-diffusion coefficients followed an Arrhenius dependence. Similar activation energies of ?42 kJ/mol were found for all 12 molecules in the model system, while diffusion prefactors spanned an order of magnitude. Viscosities calculated directly at 533.15 K and estimated at lower temperatures using the Debye-Stokes-Einstein relationship were consistent with experimental data for asphalts. The product of diffusion coefficient and rotational relaxation time showed only small changes with temperature above 358.15 K, indicating rotation and translation that couple self-consistently with viscosity. At lower temperatures, rotation slowed more than diffusion.

Li, Derek D.; Greenfield, Michael L., E-mail: greenfield@egr.uri.edu [Department of Chemical Engineering, University of Rhode Island, Kingston, Rhode Island 02881 (United States)

2014-01-21T23:59:59.000Z

159

Development of asphalts and pavements using recycled tire rubber. Phase 1, Technical feasibility. Technical progress report, September 1, 1994--August 31, 1995  

SciTech Connect (OSTI)

About 285 million tires are discarded every year; less than 100 million are currently being recycled, with the rest being placed in landfills and other waste sites. A solution to reduce the littering of the environment is to use ground tire rubber in road construction. Currently, about 27 million tons of asphalt are used each year in road construction and maintenance of the country`s 2 million miles of roads. If all of the waste tire rubber could be combined with asphalt in road construction, it would displace less than 6% of the total asphalt used each year, yet could save about 60 trillion Btus annually. Purpose of this project is to provide data needed to optimize the performance of rubber-asphalt concretes. The first phase is to develop asphalts and recycling agents tailored for compatibility with ground tire rubber. Chapter 2 presents results on Laboratory Testing and Evaluation: fractionate asphalt material, reblending for aromatic asphalts, verifying optimal curing parameters, aging of blends, and measuring ductilities of asphalt-rubber binders. Chapter 3 focuses on Evaluating Mixture Characteristics (modified binders). Chapter 4 covers Adhesion Test Development (water susceptibility is also covered). The final chapter focuses on the Performance/Economic Update and Commercialization Plan.

Bullin, J.A.; Davison, R.R.; Glover, C.J. [and others

1996-06-01T23:59:59.000Z

160

The application of triaxial compression tests to the design of sand-asphalt paving mixtures  

E-Print Network [OSTI]

' this fact, the f1ne yecxk was chosen as the aggregate to be used in all sand. -asphalt miztures tested 1n this pro/oct. It must be emphasise4. , that no sand sample, Lxas tested, mox ~ than ) " x i x . . y . * once during ths analpsis of the sands... shearing strength increases as the amount of mineral filler increases, thu ~ confirming the theory that the increase 1n surface area of the aggregate caused by the addition of dust must be taken ~ care of by an increase 1n the amount of bitumen used...

Ritter, Leo J

2012-06-07T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


161

Establishing material properties for thin asphalt concrete surfaces on granular bases  

E-Print Network [OSTI]

cross-section of a Goodyear Hi -Miler 10. 00-20 14-ply bias truck tire carcass was obtained; the input data for the Tielking tire model was developed by measuring cord locations, angles, and plies on a section of the tire; and the tire pressure.... Since little work in the past has been done in the area of thin asphalt concrete surface analysis, re-evaluation of several assumptions concerning the tire load were necessary. The truck tire pressures on Texas highways have dramatically increased...

Rosson, Barry Thomas

1985-01-01T23:59:59.000Z

162

Recycling spent sandblasting grit and similar wastes as aggregate in asphaltic concrete. Technical data sheet  

SciTech Connect (OSTI)

The Naval Facilities Engineering Service Center (NFESC), Port Hueneme, California, and Naval Facilities Engineering Command Engineering Field Activity, West, San Bruno, California, took overall leadership in identifying and testing methods to manage waste generated from a machine shop located at Hunters Point Annex, at Naval Station, Treasure Island, California. Ship cleaning and equipment maintenance resulted in the accumulation of 4,665 tons of spent sandblasting grit at the site. The spent grit, consisting of silica sand plus a small amount of slag-derived grit, had the physical characteristics of coarse-grained beach sand and also contained fragments of coatings. The spent grit had the potential for exhibiting hazardous characteristics since the coatings included lead-based primers, copper, and butyltin-containing antifouling topcoats. The most beneficial application of reusing the spent grit was to use it as a replacement for some of the fine aggregate in asphaltic concrete. A test program was established that included characterization, bench-scale testing, long-term pilot scale testing, and a full-scale demonstration. Full-scale asphalt production provided samples which proved both the chemical leaching resistance and physical performance characteristics were acceptable.

Heath, J.C.; Nelson, B.

1998-12-01T23:59:59.000Z

163

Liquid-liquid equilibria for the ternary systems sulfolane + octane + benzene, sulfolane + octane + toluene and sulfolane + octane + p-xylene  

SciTech Connect (OSTI)

Sulfolane is widely used as a solvent for the extraction of aromatic hydrocarbons. Ternary phase equilibrium data are essential for the proper understanding of the solvent extraction process. Liquid-liquid equilibrium data for the systems sulfolane + octane + benzene, sulfolane + octane + toluene and sulfolane + octane + p-xylene were determined at 298.15, 308.15, and 318.15 K. Tie line data were satisfactorily correlated by the Othmer and Tobias method. The experimental data were compared with the values calculated by the UNIQUAC and NRTL models. Good quantitative agreement was obtained with these models. However, the calculated values based on the NRTL model were found to be better than those based on the UNIQUAC model.

Lee, S.; Kim, H. [Seoul National Univ. (Korea, Republic of). Dept. of Chemical Engineering

1995-03-01T23:59:59.000Z

164

Characterization of a Peroxodiiron(III) Intermediate in the T201S Variant of Toluene/o-Xylene Monooxygenase Hydroxylase from Pseudomonas sp. OX1  

E-Print Network [OSTI]

We report the observation of a novel intermediate in the reaction of a reduced toluene/o-xylene monooxygenase hydroxylase (ToMOH[subscript red]) T201S variant, in the presence of a regulatory protein (ToMOD), with dioxygen. ...

Song, Woon Ju

165

Methane and carbon monoxide emissions from asphalt pavement: Measurements and estimates of their important to global budgets  

SciTech Connect (OSTI)

The authors measured emissions of methane from asphalt surfaces used in pavement for roadways. Maximum emissions were 22 mg/m{sup 2}/hr for 1- to 4-week-old pavement during maximum sunlight intensity. Emissions were much smaller at low sunlight intensity and dropped off to negligible amounts at night. Smaller emissions were observed for asphalt pavement of 2.5 to 3 years approximate age under similar conditions. Comparison measurements of carbon monoxide emissions resulted in maximum emissions of about 2.6 mg/m{sup 2}hr for 1-week-old pavement. These findings indicate that emissions of CH{sub 4} and CO are a function of both sunlight and temperature. Based on these results, methane emissions from asphalt pavement cannot be a significant source of atmospheric methane as compared to other identified methane sources. Therefore, although asphalt methane emissions are a form of fossil fuel methane, they cannot explain the relatively high fraction of {sup 14}C-depleted methane in the atmosphere.

Tyler, S.C.; Dlugokencky, E.; Zimmerman, P.R.; Cicerone, R.J. (National Center for Atmospheric Research, Boulder, CO (USA)); Lowe, D.C. (Institute of Nuclear Sciences, Lower Hutt (New Zealand))

1990-08-20T23:59:59.000Z

166

Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model  

E-Print Network [OSTI]

The main objective of this study is to develop and validate a framework for microstructural modeling of asphalt composite materials using a coupled thermo-viscoelastic, thermo-viscoplastic, and thermo-viscodamage constitutive model. In addition...

You, Taesun

2013-08-13T23:59:59.000Z

167

The importance of the glass transition temperature in relation to the low-temperature fracture resistance of asphalt and sulphlex pavement binders  

E-Print Network [OSTI]

THE IMPORTANCE DF THE GLASS TRANSITION TEMPERATURE IN RELATION TO THE LOW-TEMPERATURE FRACTURE RESISTANCE OF ASPHALT AND SULPHLEX PAVEMENT BINDERS A Thesis by DOUGLAS LEE SMITH Submitted to the Graduate College of Texas ASM University... of the Glass Transition Temperature in Relation to the Low-Temperature Fracture Resistance of Asphalt and Sulphlex Pavement Binders. (May 1985) Douglas Lee Smith, B. S. , Texas A&M University Chairman of Advisory Committee; Dr. Donald Saylak A quartz tube...

Smith, Douglas Lee

1985-01-01T23:59:59.000Z

168

Use of shredded tires in the subbase layer of asphalt pavements  

SciTech Connect (OSTI)

Research was conducted on the use of shredded scrap tires for use in the subbase layer of asphalt pavements. Mixtures of shredded scrap tires with virgin soil provide a means of recycling unwanted tires and conserving a finite supply of virgin soil. The mechanistic procedure for the design of pavement systems requires resilient modulus values. Plastic and elastic strains were measured using external LVDT`s and internal proximity sensors. Resilient modulus measurements were conducted on cohesionless soils mixed with various amounts of shredded tire chips. The performance f the shredded tire mixture is compared to that of the naturally occurring virgin soil used in subbase applications in New Jersey. A number of experimental issues are discussed such as: method of compaction, optimum ratio of shredded tire chips to soil, optimum size and gradation of shredded tire chips, and strength testing using California Bearing Ratio.

Papp, W.J. Jr.; Maher, M.H. [Rutgers Univ., Piscataway, NJ (United States). Dept. of Civil and Environmental Engineering; Baker, R.F. [New Jersey Dept. of Transportation, Trenton, NJ (United States)

1997-12-31T23:59:59.000Z

169

Recycled brake linings as partial aggregate substitute in asphalt paving. Construction and final report. Report for July 1992-August 1996  

SciTech Connect (OSTI)

The purpose of this project was to evaluate the performance of asphalt containing various percentages of brake lining as an aggregate, and compare its performance to that of normal asphalt containing natural aggregate. This project is an effort to explore alternate ways to use waste product. Four test section of FB-2 Modified mix containing brake lining materials were placed in July 1992 along with one control section on SR 3022 in Mercer county. To date all sections are performing satisfactory, and Brake linings should be recommended as a viable partial replacement of aggregate in bituminous materials. This study only considered the performance of only off-spec brake linings, therefore, any performance data or enviromental effects of placement of used brake material should be addressed.

Miller, P.A.; Sukley, R.

1996-09-01T23:59:59.000Z

170

Electrochemical assessment and service-life prediction of mechanically stabilized earth walls backfilled with crushed concrete and recycled asphalt pavement  

E-Print Network [OSTI]

Studies of Texas A&M University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE August 2006 Major Subject: Civil Engineering ELECTROCHEMICAL ASSESSMENT AND SERVICE-LIFE PREDICTION... OF MECHANICALLY STABILIZED EARTH WALLS BACKFILLED WITH CRUSHED CONCRETE AND RECYCLED ASPHALT PAVEMENT A Thesis by MICHAEL WATTS ESFELLER, JR. Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment...

Esfeller, Michael Watts, Jr.

2009-06-02T23:59:59.000Z

171

Value-added utilisation of recycled concrete in hot-mix asphalt  

SciTech Connect (OSTI)

The feasibility of partial substitution of granite aggregate in hot-mix asphalt (HMA) with waste concrete aggregate was investigated. Three hybrid HMA mixes incorporating substitutions of granite fillers/fines with 6%, 45% untreated, and 45% heat-treated concrete were evaluated by the Marshall mix design method; the optimum binder contents were found to be 5.3%, 6.5% and 7.0% of grade Pen 60/70 bitumen, respectively. All three hybrid mixes satisfied the Marshall criteria of the Singapore Land Transport Authority (LTA) W3B wearing course specification. The hybrid mix with 6% concrete fillers gave comparable resilient modulus and creep resistance as the conventional W3B mix, while hybrid mixes with higher concrete substitutions achieved better performance. X-ray diffraction (XRD) showed the distinct presence of free lime in the heat-treated concrete, while the scanning electron microscope (SEM) provided an in-depth perspective of the concrete grains in the HMA matrix. The results suggest feasible use of waste concrete as partial aggregate substitution in HMA.

Wong, Yiik Diew [School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore 639798 (Singapore); Sun, Darren Delai [School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore 639798 (Singapore)]. E-mail: ddsun@ntu.edu.sg; Lai, Dickson [School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore 639798 (Singapore)

2007-07-01T23:59:59.000Z

172

A study of substitution solvents in asphalt fume extraction and the effects of heating duration and temperature  

E-Print Network [OSTI]

(denoted Dl). Duration two ( D2) ran from time 60 minutes to time 90 minutes, Dl and DZ were separated by a 30 minute period in wh i ch no sampling occurred. The total time of heati ng at this temperature range was 90 minutes, which was near the limit... of the filter to hold it in position, and the cassette cap was placed on top of this. 3oth ends were then plugged. (Figure 2) After a warming period of approximately 30 minutes, the temperature of the liquid asphalt was raised to 250 C. iihen it reached...

Curry, Noel Thomas

1981-01-01T23:59:59.000Z

173

BTX Holdings Inc | Open Energy Information  

Open Energy Info (EERE)

AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels Data Center Home5b9fcbce19 NoPublic Utilities Address: 160 EastMaine: EnergyAustin Energy Place:Guidance DocumentsOperationsBSST LLC

174

Asphaltenes and Asphalts, 2. Developments in Petroleum Science, 40 B edited by T.F. Yen and G.V. Chilingarian  

E-Print Network [OSTI]

Asphaltenes and Asphalts, 2. Developments in Petroleum Science, 40 B edited by T.F. Yen and G OF ASPHALTENES: A PREDICTIVE APPROACH BASED ON COMPUTER ASSISTED STRUCTURE ELUCIDATION AND ATOMISTIC SIMULATIONS, asphaltenes and resins [1­4]. Asphaltenes are operationally defined as the non-volatile and polar fraction

Ã?agin, Tahir

175

Utilize Cementitious High Carbon Fly Ash (CHCFA) to Stabilize Cold In-Place Recycled (CIR) Asphalt Pavement as Base Coarse  

SciTech Connect (OSTI)

The purpose of this study was to evaluate the performance of cementitious high carbon fly ash (CHCFA) stabilized recycled asphalt pavement as a base course material in a real world setting. Three test road cells were built at MnROAD facility in Minnesota. These cells have the same asphalt surface layers, subbases, and subgrades, but three different base courses: conventional crushed aggregates, untreated recycled pavement materials (RPM), and CHCFA stabilized RPM materials. During and after the construction of the three cells, laboratory and field tests were carried out to characterize the material properties. The test results were used in the mechanistic-empirical pavement design guide (MEPDG) to predict the pavement performance. Based on the performance prediction, the life cycle analyses of cost, energy consumption, and greenhouse gasses were performed. The leaching impacts of these three types of base materials were compared. The laboratory and field tests showed that fly ash stabilized RPM had higher modulus than crushed aggregate and RPM did. Based on the MEPDG performance prediction, the service life of the Cell 79 containing fly ash stabilized RPM, is 23.5 years, which is about twice the service life (11 years) of the Cell 77 with RPM base, and about three times the service life (7.5 years) of the Cell 78 with crushed aggregate base. The life cycle analysis indicated that the usage of the fly ash stabilized RPM as the base of the flexible pavement can significantly reduce the life cycle cost, the energy consumption, the greenhouse gases emission. Concentrations of many trace elements, particularly those with relatively low water quality standards, diminish over time as water flows through the pavement profile. For many elements, concentrations below US water drinking water quality standards are attained at the bottom of the pavement profile within 2-4 pore volumes of flow.

Wen, Haifang; Li, Xiaojun; Edil, Tuncer; O'Donnell, Jonathan; Danda, Swapna

2011-02-05T23:59:59.000Z

176

Transport study of hafnium(IV) and zirconium(IV) ions mutual separation by using Tri-n-butyl phosphate-xylene-based supported liquid membranes  

SciTech Connect (OSTI)

A Hf transport study through supported liquid membranes has been carried out to determine flux and permeability data for this metal ion. Tri-n-butyl phosphate (TBP)-xylene-based liquid membranes supported in polypropylene hydrophobic microporous film have been used. These data for hafnium and the previous data for zirconium have furnished the Zr to Hf flux ratio (S) as a function of nitric acid and TBP concentrations of the order of 12 in a single stage at room temperature. Optimum conditions for the separation of these two metal ions appear to 5-6 TBP mol/dm{sup 3} HNO{sub 3}, concentrations {le} 2.93 mol/dm{sup 3}, and 10C. The value of S from an aqueous solution containing 2.4% Hf with respect to Zr has been found to be >125 at 10C and 1.78 mol/dm{sup 3} TBP concentration in the membrane. The technique appears to be feasible for purification of Zr respect to Hf or vice versa.

Chaudry, M.A.; Ahmed, B. (Pakistan Inst. of Nuclear Science and Technology, Islamabad (Pakistan))

1992-02-01T23:59:59.000Z

177

SOLAR HEATING OF TANK BOTTOMS Application of Solar Heating to Asphaltic and Parrafinic Oils Reducing Fuel Costs and Greenhouse Gases Due to Use of Natural Gas and Propane  

SciTech Connect (OSTI)

The sale of crude oil requires that the crude meet product specifications for BS&W, temperature, pour point and API gravity. The physical characteristics of the crude such as pour point and viscosity effect the efficient loading, transport, and unloading of the crude oil. In many cases, the crude oil has either a very high paraffin content or asphalt content which will require either hot oiling or the addition of diluents to the crude oil to reduce the viscosity and the pour point of the oil allowing the crude oil to be readily loaded on to the transport. Marginal wells are significantly impacted by the cost of preheating the oil to an appropriate temperature to allow for ease of transport. Highly paraffinic and asphaltic oils exist throughout the D-J basin and generally require pretreatment during cold months prior to sales. The current study addresses the use of solar energy to heat tank bottoms and improves the overall efficiency and operational reliability of stripper wells.

Eugene A. Fritzler

2005-09-01T23:59:59.000Z

178

Variability of hot mix asphalt produced with reclaimed asphalt pavement  

E-Print Network [OSTI]

/8"-No. 4 No. 4-No. 10 No. 10-No. 40 No. 40-No. 80 No. 80-No. 200 No. 200- Sum Sample Size 76 76 76 76 76 76 Mean Y 0. 0001 0. 1463 0. 3672 0. 2806 0. 1923 0. 0135 Stdev S 0. 0002 0. 0102 0. 0186 0. 0207 0. 0158 0. 0026 Y(1 ? Y) 0. 0001 0. 1249 0... No. 10 No. 40 No. 80 No. 200 Sample Size 76 76 76 76 76 76 Mean X 0. 9999 0. 8536 0. 4864 0. 2058 0. 0135 Stdev S 0. 0002 0. 0102 0. 0238 0. 0159 0. 0026 2C(1 ? X) 0. 0001 0. 1250 0. 2498 0. 1635 0. 0133 Variance S 2 6. 23E-08 1. 05E-04 5. 65E-04...

Yang, Guiqin

1999-01-01T23:59:59.000Z

179

Hydrocarbon Processing`s petrochemical processes `97  

SciTech Connect (OSTI)

The paper compiles information on numerous petrochemical processes, describing the application, the process, yields, economics, commercial plants, references, and licensor. Petrochemicals which are synthesized include: alkylbenzene, methylamines, ammonia, benzene, bisphenol-A, BTX aromatics, butadiene, butanediol, butyraldehyde, caprolactam, cumene, dimethyl terephthalate, ethanolamines, ethylbenzene, ethylene, ethylene glycols, ethylene oxide, formaldehyde, maleic anhydride, methanol, olefins, paraxylene, phenol, phthalic anhydride, polycaproamide, polyethylene, polyethylene terephthalate, polypropylene, PVC, styrene, terephthalic acid, urea, vinyl chloride, and xylene isomers.

NONE

1997-03-01T23:59:59.000Z

180

Influence of vehide traffic reduction in a town centre on BTX polhition Isabelle ZDANEVITCH a  

E-Print Network [OSTI]

et Pollution de l'Air", Avignon : France (2000)" #12;1. Objectives It seems obvious that with limited centres. According to that scheine, WERIS, m association wifh the local Air Qualily Moniforing Nefwork A1 clearly indicates traffic äs the main source of atmospheric pollution. Measured benzene levels over the 3

Boyer, Edmond

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


181

Assessment of BTX Concentrations Near a Petrol Station Using Diffusive Samplers  

E-Print Network [OSTI]

polluted area. Keywords: Air quality, population exposure, benzene, service Station, petrol, vapour Author manuscript, published in "International Conference Measuring Air Pollutants by Diffusive Sampling monitoring and dispersion modelling methodology was applied for assessing air quality related

Boyer, Edmond

182

Cracking Resistance of Asphalt Rubber Mix Versus  

E-Print Network [OSTI]

. crack length curve for KR #12;Load vs. CMOD 0.0 0.5 1.0 1.5 2.0 Crack mouth opening, mm 0 500 1000 1500 non-linear fracture mechanics ·Compliance approach ·R-Curve approach #12;Conventional Fatigue Testing factor R-Curve approach Resistance to initiation & growth of cracks Evaluates fracture toughness

Mobasher, Barzin

183

Asphalt, Concrete, and Turf Maintenance and Preservation  

E-Print Network [OSTI]

preventive maintenance, pavement distress and identification, and best practices for the maintenance Consultant WSB and Associates, Inc. 763-287-7184 jstewart@wsbeng.com #12;2 Preventive Maintenance Preventive maintenance and minor rehab, and is often used to repair environmental damage. Preventive maintenance narrows

Minnesota, University of

184

Multiscale approach for modeling hot mix asphalt  

E-Print Network [OSTI]

and is implemented in FE analysis using a user-defined material subroutine (UMAT). A fully implicit algorithm in time-step control is used to enhance the efficiency of the FE analysis. The FE model used in this study simulates experimental data and pavement section....

Dessouky, Samer Hassan

2005-08-29T23:59:59.000Z

185

Cool Asphalt Shingles | Department of Energy  

Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels Data Center Home Page on Delicious Rank EERE:YearRound-Up fromDepartmentTieCelebrate EarthEnergy Contractor&3-1Programof

186

ORIGINAL CONTRIBUTION Rheological characterization of asphalt  

E-Print Network [OSTI]

of asphaltenes dispersed in maltenes (Shen 1996). Asphaltenes comprise the hexane- or heptane-insoluble fraction

Mather, Patrick T.

187

Microstructural viscoplastic continuum model for asphalt concrete  

E-Print Network [OSTI]

(1984)?????????.? 18 Sides et al. (1985)????????????????? 19 Desai and Zhang (1987)??????????????.. 19 Sousa et al. (1993)????????????????... 20 Strategic Highway Research Program (SHRP) Report A-357 (Lytton et al. 1993)????????????????.. 22 Florea... (1994a, 1994b)???????????????. 23 Sousa and Weissman (1994)????????????... 24 Scarpas et al. (1997a)???????????????.. 25 Lu and Wright (1998)???????????????. 27 viii CHAPTER Page Seibi et al. (2001)????????????????? 27 Huang et al. (2002...

Tashman, Laith

2004-09-30T23:59:59.000Z

188

Enhancing P-xylene selectivity during m-xylene transformation using mildly pre-coked ZSM-5 catalyst  

E-Print Network [OSTI]

catalyst S. Al-Khattaf* Department of Chemical Engineering, King Fahd University of Petroleum & Minerals for various processes, like the production of synthetic fibres and plasticizers, efforts are continually been been investigated in detail by several workers [1-12]. Modifications of ZSM-5 by various compounds have

Al-Khattaf, Sulaiman

189

Prediction of Asphalt Mixture Compactability from Mixture, Asphalt, and Aggregate Properties  

E-Print Network [OSTI]

. Predicted Plot of CV Neural Net of Entire Data Set for a ............................ 50 Figure 32. Predicted Plot of CV Neural Net of Entire Data Set for AV Nini ................... 51 Figure 33. a versus Predicted a... ................................................... 24 Table 5 HMA Mixing and Compaction Temperatures ............................................. 27 Table 6 Compaction Parameters a, c, and AV Nini ................................................... 38 Table 7 Compaction Parameters m1, m2...

Muras, Andrew J.

2010-07-14T23:59:59.000Z

190

BBR Asphalt mixture creep test BBR Asphalt mixture creep size effect  

E-Print Network [OSTI]

and two aggregates, compacted to 4% air voids PG binder Modification Aggregate 58-34 SBS Granite 58-34 SBS Limestone 58-28 Unmodified Granite 58-28 Unmodified Limestone 64-34 Elvaloy Granite 64-34 Elvaloy Limestone 64-28 Unmodified Granite 64-28 Unmodified Limestone 64-28 SBS Granite 64-28 SBS Limestone #12;Three

Minnesota, University of

191

The effects of asphalt binder oxidation on hot mix asphalt concrete mixture rheology and fatigue performance  

E-Print Network [OSTI]

. The decline in mixture fatigue life (determined using the calibrated mechanistic fatigue analysis approach with surface energy measurement) due to oxidation is significant. Pavement service life is dependent on the mixture, but can be estimated by a cumulative...

Jung, Sung Hoon

2009-06-02T23:59:59.000Z

192

Effect of viscosity of asphalt on stress strain and volume change characteristics of asphaltic mixtures  

E-Print Network [OSTI]

~ter Setup 6 Cceprossion Test Results 7 Mold for Trianial Tost Specinens 19 21 23 28 Scuble Plunger Conpaction Using Uuiversal Testing Machine 29 9 Shotch of Trianial Coll 10 Trianial Call Used in tha Study ll Shetch of Voluae Change Measuring... received continuous study. The main aim should be to sicmlate the ccmpacticn usually obtained under field conditions. Saac investigators used double plunger static compaction under a particular load for a selected time (8, 14, 31, 32)i Kneading...

Gandhi, Poduru Mohandas Karamchand

1966-01-01T23:59:59.000Z

193

Asphalt landscape after all : residual suburban surface as public infrastructure  

E-Print Network [OSTI]

The thesis proposes a hybridized commercial retail strip inserted into a residual suburban condition as a manner of investigating the latent potential of suburban logic, both its constituent elements and its formal rules ...

O'Connor, Joseph Michael, M. Arch. Massachusetts Institute of Technology

2011-01-01T23:59:59.000Z

194

Settling of rubber particles in asphalt-rubber blends  

E-Print Network [OSTI]

-rubber weights and the undissolved rubber weights of sample 10/27/97 . . . 38 II-8 Schematic of the Superpave~ test equipment. . . . . . . 40 11-9 The Superpave? performance grade specification. . . . . Ill-l The GPC chromatogram of neat Exxon AC-10... Corhett Results Asphaltenes Saturates Naphthene Aromatics Polar Aromatics Exxon AC-10 10 1% 11 6% 46. 2% 30. 7% Resin D 3. 5% 17. 8% 54. 8% 21. 6% Vacuum Tower Bottom 17. 3% 20. 2% 45. 2% 18 4o/(, SHRP ABM-1' 7. 1% 9, 0% 29 6% 52...

Wattanachai, Piyachat

1998-01-01T23:59:59.000Z

195

Evaluation of Laboratory Conditioning Protocols for Warm-Mix Asphalt  

E-Print Network [OSTI]

orientation of field cores and on-site PMLC specimens were evaluated using the Dynamic Shear Rheometer (DSR) (AASHTO T315) and image analysis techniques, respectively. In addition, mixture stiffness in a wet condition was evaluated using the Hamburg Wheel...

Yin, Fan 1990-

2012-10-26T23:59:59.000Z

196

asphalt pavement materials: Topics by E-print Network  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

pavement materials First Page Previous Page 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Next Page Last Page Topic Index 1 Cost-Effectiveness of Crack Sealing...

197

Use of VFDs on Asphalt Plant Induced Draft Fans  

E-Print Network [OSTI]

paybacks were 3-5 years before utility incentives. In the 10 plants evaluated, the ID fans accounted for as much as 30% of the total plant electrical consumption. In the majority of these plants the outlet dampers were typically 50%-60% closed. Fan motors...

Anderson, G. R.; Case, P. L.; Lowery, J.

2005-01-01T23:59:59.000Z

198

Viscoelastic{Viscoplastic Damage Model for Asphalt Concrete  

E-Print Network [OSTI]

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 2.2.1 Yield surface . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 2.2.2 Viscoplastic potential energy function . . . . . . . . . . . . . . 23 2.2.3 Hardening function . . . . . . . . . . . . . . . . . . . . . . . . 23 2.3 Numerical... viii LIST OF FIGURES FIGURE Page 1.1 Moisture-induced damage in pavements results in raveling and potholing 4 1.2 Adhesive and cohesive failure . . . . . . . . . . . . . . . . . . . . . . . 5 1.3 Damaged and e ective undamaged con gurations...

Graham, Michael A.

2010-10-12T23:59:59.000Z

199

Evaluation of moisture damage within asphalt concrete mixes  

E-Print Network [OSTI]

Pavements are a major part of the infrastructure in the United States. Moisture damage of these pavements is a significant problem. To predict and prevent this kind of moisture damage a great deal of research has been performed on this issue in past...

Shah, Brij D.

2004-09-30T23:59:59.000Z

200

Complex Modulus Prediction of Asphalt Concrete Pavement Cores  

E-Print Network [OSTI]

Complex modulus is one of the key parameters in the Mechanistic-Empirical Pavement Design Guide (MEPDG). The purpose of this study is to implement an accurate and high-efficiency mechanical method to measure and calculate the complex modulus...

Ling, Meng

2013-12-02T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


201

Fatigue Resistance of Asphalt Mixtures Affected by Water Vapor Movement  

E-Print Network [OSTI]

This dissertation has two key objectives: the first objective is to develop a method of predicting and quantifying the amount of water that can enter into a pavement system by vapor transport; the second objective is to identify to which extent...

Tong, Yunwei

2013-11-08T23:59:59.000Z

202

asphalt wearing courses: Topics by E-print Network  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

and Dissertations Summary: ??The mechanical properties and wear behaviour of B(SiC) fibre-reinforced metal matrix composites (MMCs) and aluminium alloy (2014) produced by...

203

Relationship between composition and performance of asphalt recycling agents  

E-Print Network [OSTI]

of oxidation. It was determined that asphaltenes had a negative effect both on the viscosity and the rate of increase of viscosity, trace metals had no obvious effect, waxes had a negative effect on viscosity, and oils had a positive effect on viscosity...

Peterson, Gerald Dean

1993-01-01T23:59:59.000Z

204

Effect of airblowing on the durability of asphalt paving cements  

E-Print Network [OSTI]

to become more pronounced as the environments harden the material. The problem is to decide at what rate of shear or shearing stress should the viscosity be calculated so that changes in consistency can be most satisfactorily determined and compared... in this investigation were calcu- lated by both methods. Generally, using both methods it was found that the same trends in comparative data exist; only the magnitude of the viscosities and relative viscosities change. For simplification and to avoid confusion -2...

Tolson, Ronald Geoffrey

1962-01-01T23:59:59.000Z

205

Study of properties of sand asphalt using a torsional rheometer  

E-Print Network [OSTI]

multiple natural configurations (multiple stress free states) to derive the constitutive equations. Recently an Orthogonal Rheometer was built to characterize the granular solids by Gupta and Rajagopal which was later used by Baek in the torsional mode...

Kasula, Lavan Kumar Reddy

2004-11-15T23:59:59.000Z

206

Energy Efficiency Opportunities in the Stone and Asphalt Industry  

E-Print Network [OSTI]

Industries of the Future (DOE-IOF) initiative. In addition to being highly energy intensive, stone crushing currently produces 42% of the total material consumed by weight in the US, which is mainly used as highway aggregates. Based on GDP growth... Symon4-1/2 HP300 061 150 220 270 100 0.50 0.63 270 161 150 220 100% 100% 3/4 proc 220 150 427 703 Daily Energy Consumption Entering Screenhouse 1501 Run Hours per Day 15.5 Daily Production Stage kW kWh/dy Product Tons/dy Model Notes Primary 240 3,000 3...

Moray, S.; Throop, N.; Seryak, J.; Schmidt, C.; Fisher, C.; D'Antonio, M.

2006-01-01T23:59:59.000Z

207

Effect of density on the stability of asphaltic concrete mixtures  

E-Print Network [OSTI]

Test, The Rarohall Stabi- lity Tost as8 The Califorsia Co beeiemtor Tost, fer Series I 8 as Chtai ass by 'Tbo Marshall Cosyae- tios Preoo8lro ~ ~ ~ s ~ ~ ~ ~ ~ ~ ~ ~ ~ Rela4ioaship boteeea Doss ity aas Sta- bility as RoaeereS by Tbs Rroea... Stability Tost, the Marshall Rishi lity Test as& Tho CaliforaLa Cshesie astor Test, for Series L 8 as Cbtaiaed by The Tease RLShoay Royartseat Cea- Ssotioa Pfiso8ere ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Relatioaehiy beieses Qeasity as8 8ta- bLlity as Reassros...

Subbaraju, Bhupatiraju

1953-01-01T23:59:59.000Z

208

Measurements of moisture suction in hot mix asphalt mixes  

E-Print Network [OSTI]

is to relate suction measurements to physical and chemical properties of the mixtures. The objectives were achieved in two phases. In the first phase, the total suction was measured in HMA specimens with different types of aggregates (limestone and granite...

Kassem, Emad Abdel-Rahman

2006-10-30T23:59:59.000Z

209

Methodology for predicting asphalt concrete overlay life against reflection cracking  

E-Print Network [OSTI]

of thermal expansion = change in temperature E K - (so gT) vc/h F3(c/h) +(I-u ) By defining, !40) (41) Jc/h F3(c/h) T Kt (42 ) 29 ~Summa r The proper variables to be used in a design equation and the form of the equation to be used is best... obtained are presented in this chapter. The stress intensity factor computations were carr1ed out for different crack-tip positions and for different levels of aggregate interlock act1on. These results were obtained for each of the three mechanisms...

Jayawickrama, Priyantha Warnasuriya

1985-01-01T23:59:59.000Z

210

Toxic species emissions from controlled combustion of selected paving asphalts  

E-Print Network [OSTI]

. . . . . . . . . . . . . . . . . . . . . . List of Materials Analyzed . Size Ranges and Effective Cut Off Diameters of the Andersen 2000 Inc. Cascade Impactor. . . . , . . . , . . . . . . . . . . . . . . . . . . 35 Gas Analysis Results for Material AC-IOA Using Method 1. . 38 Table VI. Gas... Analysis Results for Material AC-10B Using Method I . . 39 Table VII. Gas Analysis Results for Material AC-10C Using Method I . . 40 Table VIII. Gas Analysis Results for Material AC-5B Using Method I . . . 41 Table IX. Gas Analysis Results for Material...

Mendez, Carlos Luis

1993-01-01T23:59:59.000Z

211

New Cool Roof Coatings and Affordable Cool Color Asphalt  

Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels Data Center Home Page on Delicious RankCombustion | Department ofT ib l L d F S i DOETowardExecutiveRate principlesPierpontNewNew CleanofNewNew

212

Understanding orchestrated chemical reactions in toluene/o-xylene monooxygenase from pseudomonas sporium OX1  

E-Print Network [OSTI]

Chapter 1. Geometric and Functional Versatility of Carboxylate-Bridged Nonheme- Diiron Motifs: sMMO and ToMO. Several metalloenzymes utilize a carboxylate-bridged non-heme diiron motif for dioxygen activation. Despite their ...

Song, Woon Ju

2011-01-01T23:59:59.000Z

213

Naphthalene and o-Xylene Adsorption onto High Carbon Fly Ash  

E-Print Network [OSTI]

remediation technique for petroleum hydrocarbons because of its ease of use and high efficiency used to investigate the adsorption of two nonpolar petroleum contam- inants, naphthalene and o- tial of HCFA to stabilize petroleum-contaminated soils for use in highway environments. The results

Aydilek, Ahmet

214

The atmospheric release of benzene, toluene, ethylbenzene, and xylene from contaminated soils  

E-Print Network [OSTI]

,000 sites will be reported leaking by 1997. The Environmental Protection Agency (EPA) estimates that it will take 20 to 30 years and an average of $ 1 00, 000 to $400, 000 per site to remediate all sites. Many techniques have been developed...

Ramsey, Ronald Roland

1993-01-01T23:59:59.000Z

215

Nonlinear Dynamics of Longitudinal Ground Vehicle Traction  

E-Print Network [OSTI]

asphalt b) Wet asphalt c) Gravel d) Packed Snow Nonlinear Dynamics of Longitudinal Ground Vehicle Traction

Shaw, Steven W.

216

High Btu gas from peat. A feasibility study. Part 3. Market analysis. Task 8. Final report  

SciTech Connect (OSTI)

The primary objective of this task, which was the responsibility of the Minnesota Gas Company, was to identify and characterize the market potential for the plant by-products - BTX (mixture of benzene, toluene and xylene), phenol, ammonia, sulfur, and sodium sulfate - and to assign value to them. Although traditionally a growth industry, the chemicals market has been generally weakened by the recession, and is experiencing back to back years of declining production. This is due to bad health of specific end uses, such as fertilizer from ammonia. In the long run, this trend is expected to moderate. It is felt that the proposed peat plant has a favorable position in the markets of each of its by-products. This is due to the synergism with nearby industries which are major consumers of these by-products. In the case of sulfur and ammonia, the Red River agricultural area is a large potential market. For sodium sulfate, phenols and perhaps BTX, the nearby paper and timber products industries are large potential markets. The values for these by-products used in the financial analysis were intentionally conservative. This is because of the uncertainty in the quantity and quality. More tests are needed in an integrated facility in order to determine these factors and the variability of each. This is particularly true of the by-product oils which could vary significantly with operating conditions and may even require alternate processing schemes. 18 references, 9 figures, 14 tables.

Not Available

1982-01-01T23:59:59.000Z

217

Reflective Cracking Study: Second-Level Analysis Report  

E-Print Network [OSTI]

in asphalt concrete overlays under HVS testing conditions,asphalt concrete was derived from laboratory testing at 20°Cthe asphalt concrete. Summary of Testing on the Underlying

Jones, David; Tsai, Bor-Wen; Ullidtz, Per; Wu, R.; Harvey, John T; Monismith, Carl L.

2008-01-01T23:59:59.000Z

218

Reflective Cracking Study: Initial Construction, Phase 1 HVS Testing, and Overlay Construction  

E-Print Network [OSTI]

Testing on the Asphalt Concrete FWD testing was conducted onin asphalt concrete modulus after HVS testing on SectionsTesting on the Asphalt Concrete ..

Bejarano, Manuel O.; Jones, David; Morton, Bruce S.; Scheffy, Clark

2008-01-01T23:59:59.000Z

219

Reflective Cracking Study: Backcalculation of HVS Test Section Deflection Measurements  

E-Print Network [OSTI]

2 HVS testing generally damaged the asphalt concrete layers2 HVS testing generally damaged the asphalt concrete layers2 HVS testing generally damaged the asphalt concrete layers

Lu, Qing; Jones, David; Harvey, John T

2008-01-01T23:59:59.000Z

220

ISAP 2012 Brosseaud et al: High modulus asphalt with high rate of recycling 1/13 High modulus asphalt mixes with high rate of RA: what does  

E-Print Network [OSTI]

and structural performances (infrared spectroscopy, Size Exclusion Chromatography, IATROSCAN, asphaltenes content

Paris-Sud XI, Université de

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


221

The Effect of Y-zeolite Acidity on m-Xylene Transformation Reactions S. Al-Khattaf*  

E-Print Network [OSTI]

of these aromatic hydrocarbons are the reforming and pyrolysis gasoline, which have a higher ratio of low-valued m

Al-Khattaf, Sulaiman

222

Dioxygen activation and substrate hydroxylation by the hydroxylase component of toluene/O-xylene monooxygenase from pseudomonas sporium OX1  

E-Print Network [OSTI]

Non-heme carboxylate-bridged diiron centers in the hydroxylase components of the bacterial multicomponent monooxygenases activate dioxygen at structurally homologous active sites. Catalysis requires the management of four ...

Murray, Leslie Justin

2007-01-01T23:59:59.000Z

223

Photonic crystal slot waveguide for high sensitivity on-chip near-infrared optical absorption spectroscopy of xylene in water  

E-Print Network [OSTI]

of ethanol, despite clean air-saturated water flowing continuously through the tank at a relative high Oil & Gas Pollution Control, China University of Petroleum-Beijing, 18 Fuxue Rd., Beijing 102249-occurring or pre-existing toxic aromatic hydro- carbons such as benzene, toluene, ethylbenzene and xy- lenes (BTEX

Chen, Ray

224

A SPRAY REACTOR CONCEPT FOR CATALYTIC OXIDATION OF P-XYLENE TO PRODUCE HIGH-PURITY TEREPHTHALIC ACID  

E-Print Network [OSTI]

analyzing and solving problems, about perseverance and staying positive when research hits a snag. Prof. Subramaniam has been and will always be a great mentor and an invaluable asset to me. Special thanks are also due to Prof. Daryle Busch, Prof. Raghunath...: T = 200 °C, P = 15 bar; Initial pX = 25 mM, Co = 12.5 mM, Mn = 12.5 mM, Br = 32.5 mM; O2:CO2 (mol:mol) = 1:1) ....................................42 Figure 2.9 Figure 2.9: Color changes of the reaction solution due to the formation of various cobalt...

LI, MENG

2013-08-31T23:59:59.000Z

225

An evaluation of permanent deformation properties of crumb rubber modified (CRM) asphalt concrete mixtures  

E-Print Network [OSTI]

applications, while the remainder is dumped in stockpiles as scrap. Tire stockpiles pose an environmental threat as fire and health hazards. As a result, government agencies have taken action to mandate the recycling of waste tire rubber by state transportation...

Makunike, Danai Ellarin

1995-01-01T23:59:59.000Z

226

Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a Storm-Water  

E-Print Network [OSTI]

examined the functionality of a porous pavement storm-water management system in coastal New Hampshire headings: Stormwater management; Runoff; Porous media; Pavements; Cold regions; Best Management Practice; Water quality; Water treatment. Author keywords: Storm-water management; Runoff; Porous pavements; Cold

227

Whole House Thermal Performance of Asphalt Shingles Exploiting Special Infrared Reflective Pigments  

E-Print Network [OSTI]

are single-family detached houses (State of California 2000). In California, residential air-conditioning loads represent almost 14% of the summer peak demand, the equivalent of over 7,000 MW of peak capacity during a hot California summer day... surface temperatures reduce the cooling- energy demand of the building and could increase the life of the roof product. However, determining the effects of climate and solar exposure on reflectance and color variability over time is of paramount...

Hahn, L.; Miller, W.; Desjarlais, A.; Jacobs, J.; Youngquist, A.

2006-01-01T23:59:59.000Z

228

Discrete Element Modeling of Influences of Aggregate Gradation and Aggregate Properties on Fracture in Asphalt Mixes  

E-Print Network [OSTI]

............................................................................ 65 Case I: A Blend of Soft Limestone and Hard Limestone ...... 65 Case II: A Blend of Sandstone and Soft Limestone .............. 68 Comparison of Case I and Case II Results... Strength ......................................................................... 44 3.6 Internal Force Changes with Change in Applied Load for Soft Limestone Mixtures ............................................................. 48 3...

Mahmoud, Enad Muhib Ahmad

2010-07-14T23:59:59.000Z

229

The use of sulfer modified bottom ash (SMBA) as an aggregate in asphaltic mixtures  

E-Print Network [OSTI]

Of the 20 million tons of bottom ash and boiler slag generated annually in the United States less than 40 percent is used. The eastern half of Texas is served by 18 coal burning electric power generating plants which produce approximately 3...

Chimakurthy, Harshavardhan

1998-01-01T23:59:59.000Z

230

E-Print Network 3.0 - asphalt rubber mixtures Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

2, or 3 percent of total ... Source: Wisconsin-Milwaukee, University of - Department of Civil Engineering and Mechanics, Center for By-Products Utilization Collection:...

231

asphalt-rubber rotational viscosity: Topics by E-print Network  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

at birth. A fraction of the gravitational binding energy of collapse is stored in the free energy of differential rotation. This energy source may be tapped by viscous...

232

The effects of lime and amines on the aging of asphalts and recycling agents  

E-Print Network [OSTI]

amounts of quick lime (CaO) and hydrated lime (Ca(OH),) on SHRP AAA-I and SHRP AAF-1. The second experiment was to determine the effects of three different amines and various amounts of CaO on aged SHRP AAA-I and SHRP AAF-I rejuvenated with ABM-F2, YBF-F2...

Wisneski, Mary Luvola

2012-06-07T23:59:59.000Z

233

Impact of aging on asphalt pavement performance, ductility and DSR measurements  

E-Print Network [OSTI]

. 0902 0. 1464 0. 136 0. 181 66 85. 8 74. 6 92. 4 86. 5 93 3 62. 2 67. 4 51. 2 75. 6 74. 6 99. 2 39. 2 26. 1 25. 2 64. 8 61. 7 63. 3 90. 3 50 44. 7 77. 2 63. 1 60. 3 46. 2 63. 5 46. 7 42. 1 43. 1 57 53. 7 62. 2 307. 4...-00c visco-77-96 visco-95-00w visco-95-00c visco-95-96 vis-95-92 visco-92-00w visco-92-00c visco-92-96 vis-94-92 visco-65-00w visco-65-00c visco-65-96 vis-65-92 visco-83-00w visco-83-96 vis-83-92 visco-00-00w visco-00-96 10' 0. 8 '1...

Al-Azri, Nasser Ahmed

2012-06-07T23:59:59.000Z

234

Evaluation of a biomass derived oil for use as additive in paving asphalt  

SciTech Connect (OSTI)

Treatment and disposal costs of sewage sludge can represent up to 50% of a municipality`s annual wastewater treatment budget. Sewage sludge (30% solids) accounts 5% of Canadian landfill by weight, and the ever increasing volume of sludge coupled with the decreasing options available for disposal creates a growing problem for major municipalities. Current disposal options are agricultural application, incineration and landfill. Concern about heavy metal migration and public pressure to find a local solution has severely curtailed the spreading of sludge on agricultural land. Incineration is the major option for larger centers but the relatively high cost for incineration, ranging from $350 to $1000/t dry sludge, has caused a great deal of interest in methods of improving the cost effectiveness of incineration or in new equivalent technologies. The high cost and more stringent environmental regulations for incinerating municipal sludges have led to developing more efficient sludge management technologies that are not agricultural based. This paper describes applications of oils from sludge processing.

Houde, J. Jr.; Clelland, I.; Sawatzky, H. [CANMET, Ottawa, Ontario (Canada)

1995-12-31T23:59:59.000Z

235

The effect of aging techniques on asphalt low-temperature properties  

E-Print Network [OSTI]

. . . . . . . . . 62 m-Value as a Function of Aging Time for AAF-I Stiffness as a Function of Aging Time for AAF-I . . . . 63 . . . . 63 xu FIGURE III-22 H1-23 m-Value as a Function of Aging Time for Exxon AC-20 . . . . . Stiffness as a Function of Aging Time... for Exxon AC-20 . . . . . Page . . . . 64 Comparison of m-Value Grade and S Grade for Materials at Various Aging Times. . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 III-25 Comparison of m...

Knorr, Daniel Brainard

2001-01-01T23:59:59.000Z

236

E-Print Network 3.0 - asphalt emulsion manufacturers Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Summary: A Novel Process for Demulsification of Water-in-Crude Oil Emulsions by Dense Carbon Dioxide Nael N... and water-in-model oil emulsions stabilized by asphaltenic films....

237

E-Print Network 3.0 - asphalt emulsions Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Summary: A Novel Process for Demulsification of Water-in-Crude Oil Emulsions by Dense Carbon Dioxide Nael N... and water-in-model oil emulsions stabilized by asphaltenic films....

238

The effect of construction variables on the dynamic modulus of asphalt treated base courses  

E-Print Network [OSTI]

to specimen diameter. The actual coring of specimens was accomplished by the Tex"s 11igh;-ay Department utilizing a six-inch diameter, truck- mounted, water- cooled, coring machine, Saz!plcs were taI'en during January when the air tcz?perature ranged from... into each of the two baskets of. the cxLraction device and the device placed in operaLion. Extraction was stopped when both basioets produced a clear discharge, The average t ime for each extraction was 2 l/2 hours . After drying and cool ing...

Moeller, William Ernest

1970-01-01T23:59:59.000Z

239

Laboratory evaluation of selected fabrics for reinforcement of asphaltic concrete overlays  

E-Print Network [OSTI]

specimens to cyclic tensile loads. This testing was performed on the TTI Overlay Tester, a hydraul1cal ly powered apparatus des1gned to dupl1cate the thermally 1nduced contraction and expansion of roadway pavements. The testing scheme included plac1ng... the laboratory sample construction phase of th1s research. Thanks are also due to Mr. C. E. Fredericksen for his ass1stance 1n the electronic instrumen- tation and operation of the TTI Overlay Tester. Messrs. J. T. Labelle and P. B1lke are extended sincere...

Pickett, David L

2012-06-07T23:59:59.000Z

240

Characterization of asphalt concrete using anisotropic damage viscoelastic-viscoplastic model  

E-Print Network [OSTI]

model developed at the Texas Transportation Institute (TTI) is improved and used to model the irrecoverable strain component. The influence of the anisotropic aggregate distribution is accounted for in both the viscoelastic and viscoplastic responses. A...

Abdel-Rahman Saadeh, Shadi

2007-04-25T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


241

The effect of asphalt deposition on permeability in miscible flooding with liquified petroleum gas (LPG  

E-Print Network [OSTI]

'teen milliliters of oil was mixed thoroughly with 85 milliliters of petroleum ether and centrifuged at 1750 rpm for 450 seconds. The results of the precipitation tests are shown in Table III. The petroleum ether used was 67. )fo N-Pentane and. $2. 7%%d Di.... 48 0. 114 21 ' 8 24. 7 36 ' 6 41. 4 39. 0 37. 7 37-3 ?Hawkins and Talco at 80'F, others at 74 F TABLE III PRECIPITATION BEHAVIOR OP OILS MIXED WITH PETROLEUM ETHER OILS Denton 75%%d Denton/25% "Heavy" 50% Denton/50%%d "Heavy" 25...

Pinson, Arthur Edward, Jr

1962-01-01T23:59:59.000Z

242

Did you pave the road to project completion with gold, asphalt, or mud?  

SciTech Connect (OSTI)

The Simpson-Wilberg Technique for Expert Decision Tree Modeling (patent case number S-83,506) establishes and identifies the proper requirements governing effective business and operating practices through the use of knowledge-based engineering (KBE). The new application, Project Control Expert System (ProCon X) was created by the Simpson-Wilberg technique as a tool for project definition planning and control. ProCon X guides the project manager through an interview session asking project characteristic questions and establishes the proper project criteria. The criteria produced define the rigor applied to the project activities, i.e., level of work breakdown structure (WBS), type of scheduling, amount of cost estimating, etc. In this paper the use of the Simpson-Wilberg technique will be illustrated for solving the problems of identifying proper project criteria for project management. This technique has been used for other applications outside the project management field and can be used in any field with a need for consistent application of rules and procedures routinely used for business and operating practices.

Wilberg, M.; Simpson, W.

1994-12-31T23:59:59.000Z

243

Analysis of aggregate imaging system (AIMS) measurements and their relationship to asphalt pavement skid resistance  

E-Print Network [OSTI]

texture index and variability in texture within an aggregate source is proposed instead of the British Polish Value (BPV) for classifying aggregates used in pavement surfaces. The second part of the thesis investigates the relationship between shape...

Luce, Anthony David

2009-05-15T23:59:59.000Z

244

Application of surface energy measurements to evaluate moisture susceptibility of asphalt and aggregates  

E-Print Network [OSTI]

is assessed using surface energy measurements and dynamic mechanical analysis (DMA). Surface energy is defined as the energy needed to create a new unit surface area of material in vacuum condition. Surface energy measurements are used to compute the adhesive...

Zollinger, Corey James

2005-08-29T23:59:59.000Z

245

Influence of fundamental material properties and air void structure on moisture damage of asphalt mixes  

E-Print Network [OSTI]

to the properties of the materials and the microstructure distribution, while the external factors include the environmental conditions, production and construction practices, pavement design, and traffic level. The majority of the research on moisture damage...

Arambula Mercado, Edith

2009-05-15T23:59:59.000Z

246

Structural Characterization of Micromechanical Properties in Asphalt Using Atomic Force Microscopy  

E-Print Network [OSTI]

OF FIGURES FIGURE Page 1.1 Experimental flowchart?..?????????????????... 6 2.1 Van der Waals forces vs. distance.??????????????... 11 2.2 Beam-detection deflection scheme.??????????????... 11 3.1 (i) AFM controller and (ii... der Waals forces as the tip is moved further away from the sample. mo fro can bea . The AF st common m the back o tilever bend m on the PS Figure (Ad M detects th technique, a f the cantile s, due to int PD shifts. Figure (Ad...

Allen, Robert Grover

2012-02-14T23:59:59.000Z

247

E-Print Network 3.0 - asphalt fatigue testing Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

develop... st October 2005 END DATE: 1st October 2008 FUNDING: NARC: 65.7k Title: Fracture ... Source: Collection: Engineering 2 Oscar Portillo and Dr David Cebon INTRODUCTION...

248

Investigation of Rheological and Nano-Rheological Properties of Asphalt Binders  

E-Print Network [OSTI]

absorption. The amount of 0.2-0.3 grams of binders were spread on a 0.5×3 (cm2) area to prepare the samples. 2.2.2 Equipment The Bruker Dimension Icon AFM and the data processing unit were used to measure mechanical properties at room temperature (25 °C...

Kabir, Pooyan

2014-08-04T23:59:59.000Z

249

Laboratory evaluation of crumb rubber asphalt concrete mixtures using the concepts of SMA mixtures  

E-Print Network [OSTI]

, = 60 psi (414 kpa)) for Control and Crumb-Rubber Mixtures. . . . . . . . . 42 44 74 TABLE 5. 2 Compressive Strain at Failure for CRM and Dense Graded Mixtures 104'F 80 TABLE 5. 3 Number of Repetitions to Failure for Control and Crumb...

Rebala, Somasekhar Reddy

1994-01-01T23:59:59.000Z

250

Evaluation of the influence of various parameters on the healing potential of an asphalt concrete mix  

E-Print Network [OSTI]

OF CONTENTS . V1 VI1 LIST OF TABLES . LIST OF FIGURES. . . . . . . . . , CHAPTER I INTRODUCTION . II LITERATURE REVIEW 1. Significance of Rest Periods . 2. Chemical Healing Mechanism III MATERIALS AND TESTING PROCEDURES 10 15 1. Materials . . 15... and Discussion of Healing Tests 29 30 54 TABLE OF CONTENTS (continued) CHAPTER VI STATISTICAL ANALYSES OF HEALING DATA . . Page 94 1. Regression Analysis 2. Multiple Comparison Tests VII CONCLUSIONS AND RECOMMENDATIONS 95 108 117 1. Conclusions 117...

Telikicherla, Sriram Kumar

1992-01-01T23:59:59.000Z

251

Laboratory measured characteristics of hot-mix asphaltic concrete as related to field performance  

E-Print Network [OSTI]

Laboratory Army Corps of Engineers Study o THD 1';otorized Press Gyratory Testing 1'~machine ~'marshall Device California Ilachine 1G Field Test Sites Test Section Layout 12 Maco Section Layout 13 Paving A Test Section 14 Coring One Meek Samples 15... molded in their laboratories at the standard $0 blow compactive effort. These marshall specimens were used to provide density and stability data; and to provide a means of comparison between field and laboratory specimens. The significant conclusions...

TenBrook, James Joseph

1966-01-01T23:59:59.000Z

252

E-Print Network 3.0 - asphalt ballast Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

field tested open-graded ... Source: Texas at Austin, University of - Center for Transportation Research Collection: Energy Storage, Conversion and Utilization 5 Safe Operating...

253

E-Print Network 3.0 - asphalt concrete Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

July 1989, Vol. 115, No. 4, pp. 329-350. 12... , "Relationship Between Laboratory Aging Tests and Field Performance of ... Source: Cox, Dan - O.H. Hinsdale Wave Laboratory,...

254

E-Print Network 3.0 - asphalt concrete surfaces Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

July 1989, Vol. 115, No. 4, pp. 329-350. 12... , "Relationship Between Laboratory Aging Tests and Field Performance of ... Source: Cox, Dan - O.H. Hinsdale Wave Laboratory,...

255

E-Print Network 3.0 - asphalt cement Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

of Standards and Technology Collection: Chemistry 3 INTRODUCTION During oxidative aging, polar and aromatic molecules interact through attractive forces to form molecular...

256

E-Print Network 3.0 - asphalt based materials Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Pavement Research Center Collection: Engineering 6 INTRODUCTION During oxidative aging, polar and aromatic molecules interact through attractive forces to form molecular...

257

E-Print Network 3.0 - asphalt tests Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Mathematik, Universitt Wien Collection: Mathematics 9 INTRODUCTION During oxidative aging, polar and aromatic molecules interact through attractive forces to form molecular...

258

E-Print Network 3.0 - asphalt additives Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Pavement Research Center Collection: Engineering 6 INTRODUCTION During oxidative aging, polar and aromatic molecules interact through attractive forces to form molecular...

259

E-Print Network 3.0 - asphalt concrete overlays Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

July 1989, Vol. 115, No. 4, pp. 329-350. 12... , "Relationship Between Laboratory Aging Tests and Field Performance of ... Source: Cox, Dan - O.H. Hinsdale Wave Laboratory,...

260

E-Print Network 3.0 - asphalt recycling agency Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Collection: Energy Storage, Conversion and Utilization 30 INTRODUCTION During oxidative aging, polar and aromatic molecules interact through attractive forces to form molecular...

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


261

E-Print Network 3.0 - asphalt plants Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Pavement Research Center Collection: Engineering 7 INTRODUCTION During oxidative aging, polar and aromatic molecules interact through attractive forces to form molecular...

262

E-Print Network 3.0 - asphalt rock Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Collection: Energy Storage, Conversion and Utilization 58 INTRODUCTION During oxidative aging, polar and aromatic molecules interact through attractive forces to form molecular...

263

E-Print Network 3.0 - asphalt concrete bases Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Collection: Energy Storage, Conversion and Utilization 56 INTRODUCTION During oxidative aging, polar and aromatic molecules interact through attractive forces to form molecular...

264

E-Print Network 3.0 - asphalt ridge deposit Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

southbound on US-169 are coming from the gravel pits, concrete plants, and waste disposal facilities just north Summary: 3a. All measured deflections were adjusted to the...

265

E-Print Network 3.0 - asphalt additive produced Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Collection: Energy Storage, Conversion and Utilization 35 INTRODUCTION During oxidative aging, polar and aromatic molecules interact through attractive forces to form molecular...

266

E-Print Network 3.0 - asphalt recycling agents Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Collection: Energy Storage, Conversion and Utilization 12 INTRODUCTION During oxidative aging, polar and aromatic molecules interact through attractive forces to form molecular...

267

E-Print Network 3.0 - asphalt concrete soil Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

July 1989, Vol. 115, No. 4, pp. 329-350. 12... , "Relationship Between Laboratory Aging Tests and Field Performance of ... Source: Cox, Dan - O.H. Hinsdale Wave Laboratory,...

268

E-Print Network 3.0 - asphalt concrete road Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

July 1989, Vol. 115, No. 4, pp. 329-350. 12... , "Relationship Between Laboratory Aging Tests and Field Performance of ... Source: Cox, Dan - O.H. Hinsdale Wave Laboratory,...

269

E-Print Network 3.0 - asphalt additives transportation Sample...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Pavement Research Center Collection: Engineering 6 INTRODUCTION During oxidative aging, polar and aromatic molecules interact through attractive forces to form molecular...

270

THE PERFORMANCE AND MODIFICATION OF RECYCLED ELECTRONIC WASTE PLASTICS FOR THE IMPROVEMENT OF ASPHALT PAVEMENT MATERIALS.  

E-Print Network [OSTI]

?? Bulk electric waste plastics were recycled and reduced in size into plastic chips before pulverization or cryogenic grinding into powders. Two major types of… (more)

Colbert, Baron W.

2012-01-01T23:59:59.000Z

271

New Cool Roof Coatings and Affordable Cool Color Asphalt | Department of  

Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels Data Center Home Page on Delicious Rank EERE:Year in3.pdfEnergy HealthCommentsAugustNationalMarkets with Wind Power |Energy New Cool

272

Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading  

E-Print Network [OSTI]

and to investigate the creep and cyclic behavior of geocell-reinforced RAP bases over rigid subgrade under static loading and over weak subgrade under cyclic loading through laboratory testing respectively. The compaction and CBR curves were obtained for the RAP...

Thakur, Jitendra Kumar

2011-01-13T23:59:59.000Z

273

Investigation of Noise and Durability Performance Trends for Asphaltic Pavement Surface Types: Three-Year Results  

E-Print Network [OSTI]

108 6.5 Yolo 80109 Figure 6.11: Three-year IRI values for the Yolo 80110 Figure 6.12: Three-year MPD values for the Yolo 80

Lu, Qing; Kohler, Erwin R.; Harvey, John T; Ongel, Aybike

2009-01-01T23:59:59.000Z

274

Mixed-integer programming methods for supply chain optimization Christos Maravelias, University of Wisconsin -Madison  

E-Print Network [OSTI]

Zeolite upgrading Phenols &BTX Phenols &BTX AromaticsAromatics Fast pyrolysis Fast pyrolysis ­ industrial gases ­ chemicals SC under power constraints Biomass to fuels and chemicals #12;Mixed

Grossmann, Ignacio E.

275

The Phase One I-710 Freeway Rehabilitation Project: Initial Design (1999) to Performance after Five-Plus Years of Traffic (2009)  

E-Print Network [OSTI]

Open-graded Porous Friction Asphalt Concrete (PBA-6a*)additional asphalt concrete and the porous friction course.concrete with asphalt rubber binder (RAC-O). The thickness including the open-graded porous

Monismith, Carl L.; Harvey, John T; Tsai, Bor-Wen; Long, Fenella; Signore, J.

2009-01-01T23:59:59.000Z

276

aquifer idaho national: Topics by E-print Network  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

and educators from all Idaho state universities; staff 30 Idaho Asphalt Conference October 24, 25, 2012 Attendee List Engineering Websites Summary: 52nd Idaho Asphalt...

277

Collecting Construction Equipment Activity Data from Caltrans Project Records  

E-Print Network [OSTI]

existing pavement into a haul truck. Asphalt pavers are usedlay asphalt, on-road diesel trucks haul soil around the job

Kable, Justin M

2008-01-01T23:59:59.000Z

278

E-Print Network 3.0 - autoclaved cellular concrete Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

pavements for aggregates, recycled asphalt pavement for asphalt... .1.1 APPLICATIONS OF COAL-COMBUSTION BY-PRODUCTS The most widely accepted use ... Source: Wisconsin at...

279

Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development  

E-Print Network [OSTI]

by increasing the percentage of resilient deformation and reducing the permanent deformations and the vertical stresses transferred to the subgrade. A thin (about 50 mm) HMA surface significantly improved the performance of RAP bases. The thicker geocell...

Thakur, Jitendra Kumar

2013-08-31T23:59:59.000Z

280

Probabilistic analysis of air void structure and its relationship to permeability and moisture damage of hot mix asphalt  

E-Print Network [OSTI]

with thickness for field cores. ..............................27 5 Difference in air void content with thickness for SGC limestone cores. .............28 6 Difference in air void content with thickness for SGC granite cores...................29 7 Examples... distribution for SGC granite cores. ............46 x FIGURE Page 20 Permeability vs. PSP using Lognormal distribution for SGC limestone cores....47 21 Permeability vs. PSP using Weibull distribution for SGC limestone cores...

Castelblanco Torres, Adhara

2006-04-12T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


281

Contributions to an Improved Oxygen and Thermal Transport Model and Development of Fatigue Analysis Software for Asphalt Pavements  

E-Print Network [OSTI]

-rate binder oxidation and hardening kinetics and calibrated mechanistic approach with surface energy (CMSE) fatigue analysis algorithm from literature. Input data include reaction kinetics parameters, mixture test results, and pavement temperature. Carbonyl...

Jin, Xin

2012-02-14T23:59:59.000Z

282

Comparison of fatigue analysis approaches for predicting fatigue lives of hot-mix asphalt concrete (HMAC) mixtures  

E-Print Network [OSTI]

) and without (CM) surface energy measurements, and the proposed NCHRP 1-37A 2002 Pavement Design Guide (MEPDG) were comparatively evaluated and utilized to characterize the fatigue resistance of two Texas HMAC mixtures in the laboratory, including...

Walubita, Lubinda F.

2006-08-16T23:59:59.000Z

283

Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading  

E-Print Network [OSTI]

. In this research, the behavior of HMA pavements constructed over unreinforced and geocell-reinforced RAP bases was studied in the geotechnical testing box at the University of Kansas. Pavement sections consisting of subgrade, base, and HMA surface were constructed...

Acharya, Bhagaban

2011-12-31T23:59:59.000Z

284

Asphalt Pavement Aging and Temperature Dependent Properties through a Functionally Graded Viscoelastic Model, Part-II: Applications  

E-Print Network [OSTI]

products obtained through fractional distillation of crude oil or petroleum. Due to its organic nature

Paulino, Glaucio H.

285

The distribution of estuarine benthic invertebrates in the vicinity of a natural asphalt oil seep in Luguna de Tamiahua, Mexico  

E-Print Network [OSTI]

to indicate that the distal trend is depth- oriented and not a case of low oil tolerance. The lower numbers in October could be due to a number of reasons -- point of time in life cycle, lower to1e: ance to low salinities, or lower tolerance of higher.... With respect to gastropods, observations of high mortali- ties due to exposure to oil have been reported by Nelson-Smith (1968a, 1968b). On the other hand, the ability of certain grazing mollusks, notably limpets, to ingest and pass oil through...

Yuill, Richard Matthew

1973-01-01T23:59:59.000Z

286

INTRODUCTION Asphalt is a mixture of a wide variety of chemical compounds that include aliphatic hydrocarbons and highly fused  

E-Print Network [OSTI]

hydrocarbons and highly fused aromatic ring systems.They are classified as asphaltenes (medium molecular weight

Harms, Kyle E.

287

A comparison of the fracture properties of conventional and polymer-modified two-layer asphalt concrete overlay systems  

E-Print Network [OSTI]

-4a. Crack Length vs. Load Cycle for Sample 2C A-4b. Energy Dissipated vs. Load Cycle for Sample 2C . . . 71 71 72 72 73 73 A-5a. Crack Length vs. Load Cycle for Sample 3C A-5b. Energy Dissipated vs. Load Cycle for Sample 3C 74 74 A-6a... for Sample 4C . . . . . . . . . . A-8b. Energy Dissipated vs. Load Cycle for Sample 4C 76 77 77 A-9a. Crack Length vs. Load Cycle for Sample 5B 78 A-9b. Energy Dissipated vs. Load Cycle for Sample 5B . ? Page A-10a. Crack Length vs. Load Cycle...

Reddy, Praveena Gutha

1996-01-01T23:59:59.000Z

288

1,2,4-Trimethylbenzene Transformation Reaction Compared with its Transalkylation Reaction with Toluene over USY Zeolite Catalyst  

E-Print Network [OSTI]

energies were found to decrease as follows: Etransalkylation > Eisomerization > Edisproportionation. 1 and drive the search to increase xylene production processes. In 1999, the world consumption of mixed xylene

Al-Khattaf, Sulaiman

289

Richard P. Vlosky1 , Todd Shupe, Qinglin Wu  

E-Print Network [OSTI]

(cartons) in living trees and wooden buildings, and even penetrate plaster, plastic, asphalt, mortar

290

2 0 0 9 B i a n n u a l R e p o R t university of new Hampshire  

E-Print Network [OSTI]

Porous Asphalt 16 Pervious Concrete 18 Subsurface Gravel Wetland 20 Bioretention Systems 22 Tree Box

291

Journal of Testing and Evaluation, Nov. 2005, Vol. 33, No. 6 Paper ID JTE12579  

E-Print Network [OSTI]

-Edge Notched Beam Test for Asphalt Concrete Mixtures ABSTRACT: This paper describes the development of a fracture test for determining the fracture energy of asphalt concrete. The test will be used in combination to be within a range typical for asphalt concrete fracture testing. KEYWORDS: asphalt concrete, fracture

Paulino, Glaucio H.

292

Thermochemical conversion of waste materials to valuable products  

SciTech Connect (OSTI)

The potential offered by a large variety of solid and liquid wastes for generating value added products is widely recognized. Extensive research and development has focused on developing technologies to recover energy and valuable products from waste materials. These treatment technologies include use of waste materials for direct combustion, upgrading the waste materials into useful fuel such as fuel gas or fuel oil, and conversion of waste materials into higher value products for the chemical industry. Thermal treatment in aerobic (with oxygen) conditions or direct combustion of waste materials in most cases results in generating air pollution and thereby requiring installation of expensive control devices. Thermochemical conversion in aerobic (without oxygen) conditions, referred to as thermal decomposition (destructive distillation) results in formation of usable liquid, solid, and gaseous products. Thermochemical conversion includes gasification, liquefaction, and thermal decomposition (pyrolysis). Each thermochemical conversion process yields a different range of products and this paper will discuss thermal decomposition in detail. This paper will also present results of a case study for recovering value added products, in the form of a liquid, solid, and gas, from thermal decomposition of waste oil and scrap tires. The product has a high concentration of benzene, xylene, and toluene. The solid product has significant amounts of carbon black and can be used as an asphalt modifier for road construction. The gas product is primarily composed of methane and is used for heating the reactor.

Saraf, S. [Engineering Technologies, Lombard, IL (United States)

1997-12-31T23:59:59.000Z

293

ForReview.Confidential-ACS Catalytic Transformation of 1,3,5 -Trimethyl Benzene over USY Zeolite  

E-Print Network [OSTI]

and trimethylbenzenes (TMB) coming from the reforming and pyrolysis of gasoline, into benzene and xylenes via

Al-Khattaf, Sulaiman

294

Atmos. Chem. Phys., 13, 87978811, 2013 www.atmos-chem-phys.net/13/8797/2013/  

E-Print Network [OSTI]

, acrolein, benzene, toluene and xylenes are also emitted. Positive matrix factorization (PMF) was applied

Meskhidze, Nicholas

295

Establishment of a laboratory mix-design method for open-graded friction courses using sulfur-extended asphalt (SEA) binders  

E-Print Network [OSTI]

) Nard, Arable. reristance ta ab stion snd st Ipp(m. sharp angular an4 polish slats t Nlnlwwa 755 c shed. Slntee stone o cr shed gra el 1th 905 by weight havtng at le4st olla fr4ct red fa San? as Califot'Ria speciflcatloas. Crushed gravel, slag...

Ho, Kee-Kwong

1981-01-01T23:59:59.000Z

296

Application of Metagenomics for Identification of Novel Petroleum Hydrocarbon Degrading Enzymes in Natural Asphalts from the Rancho La Brea Tar Pits  

E-Print Network [OSTI]

gas, liquid crude oil, shale oil, tars and bitumen (Scragg,gas, liquid crude oil, shale oil, tars and bitumen (Scragg,

Baquiran, Jean-Paul Mendoza

2010-01-01T23:59:59.000Z

297

Application of Metagenomics for Identification of Novel Petroleum Hydrocarbon Degrading Enzymes in Natural Asphalts from the Rancho La Brea Tar Pits  

E-Print Network [OSTI]

the petroleum in conventional oil reserves and interest inpetroleum in conventional oil reserves (Head et al. , 2003).in conventional oil reserves and the use of petroleum-

Baquiran, Jean-Paul Mendoza

2010-01-01T23:59:59.000Z

298

An NMR (nuclear magnetic resonance) investigation of the chemical association and molecular dynamics in asphalt ridge tar sand ore and bitumen  

SciTech Connect (OSTI)

Preliminary studies on tar sand bitumen given in this report have shown that the reassociation of tar sand bitumen to its original molecular configuration after thermal stressing is a first-order process requiring nearly a week to establish equilibrium. Studies were also conducted on the dissolution of tar sand bitumen in solvents of varying polarity. At a high-weight fraction of solute to solvent the apparent molecular weight of the bitumen molecules was greater than that of the original bitumen when dissolved in chloroform-d/sub 1/ and benzene-d/sub 6/. This increase in the apparent molecular weight may be due to micellar formation or a weak solute-solvent molecular complex. Upon further dilution with any of the solvents studied, the apparent molecular weight of the tar sand bitumen decreased because of reduced van der Waals forces of interaction and/or hydrogen bonding. To define the exact nature of the interactions, it will be necessary to have viscosity measurements of the solutions. 30 refs., 3 figs., 3 tabs.

Netzel, D.A.; Coover, P.T.

1987-09-01T23:59:59.000Z

299

Application of Metagenomics for Identification of Novel Petroleum Hydrocarbon Degrading Enzymes in Natural Asphalts from the Rancho La Brea Tar Pits  

E-Print Network [OSTI]

and microbial enhanced oil recovery for extracting andand microbial enhanced oil recovery for extracting andand microbial enhanced oil recovery for extracting and

Baquiran, Jean-Paul Mendoza

2010-01-01T23:59:59.000Z

300

Application of Metagenomics for Identification of Novel Petroleum Hydrocarbon Degrading Enzymes in Natural Asphalts from the Rancho La Brea Tar Pits  

E-Print Network [OSTI]

2010. Biodegradation of MTBE by Achromobacter xylosoxidansaromatic hydrocarbons and MTBE (Eixarch and Constanti, 2010,

Baquiran, Jean-Paul Mendoza

2010-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


301

Application of Metagenomics for Identification of Novel Petroleum Hydrocarbon Degrading Enzymes in Natural Asphalts from the Rancho La Brea Tar Pits  

E-Print Network [OSTI]

by a high content of asphaltenes, composed mainly ofenrichment of resins and asphaltenes during the subsequent

Baquiran, Jean-Paul Mendoza

2010-01-01T23:59:59.000Z

302

Rutting Performance of Airport Hot-Mix Asphalt Characterized by Laboratory Performance Testing, Full-Scale Accelerated Pavement Testing, and Finite Element Modeling  

E-Print Network [OSTI]

potential laboratory tests, (b) comparisons of laboratory tests results to full-scale accelerated pavement test results, and (c) analyses of results from finite element simulations. The laboratory study evaluated of the repeated load test, the static creep...

Rushing, John Ford

2014-04-25T23:59:59.000Z

303

Effects of aggregate gradation and angularity on VMA and rutting resistance  

E-Print Network [OSTI]

About 85 percent of hot mix asphalt (HMA) by volume and 95 percent of HMA by weight consists of mineral aggregate. The Strategic Highway Research Program (SHRP) research effort concentrated on properties and testing of asphalt binders...

Park, Dae-Wook

2000-01-01T23:59:59.000Z

304

Terrain Trafficability Characterization with a Mobile Robot  

E-Print Network [OSTI]

for a turn is lower when driving over sand or wet grass than when driving on packed dirt or asphalt tests we collected data on a variety of different terrains, such as gravel, sand, asphalt, grass

Borenstein, Johann

305

Bitumen composition  

SciTech Connect (OSTI)

This patent describes a bitumen composition. It comprises: asphalt and from about 1 wt.% to about 10 wt.%, based on asphalt, of an {alpha} -olefin polymer having a molecular weight within the range from about 750 to 5000.

Halasz, A.; Spinell, G.; Doolittle, D.H.

1989-11-07T23:59:59.000Z

306

Development of methods to quantify bitumen-aggregate adhesion and loss of adhesion due to water  

E-Print Network [OSTI]

Moisture induced damage of hot mix asphalt pavements has a significant economic impact in terms of excessive maintenance and rehabilitation costs. The moisture sensitivity of an asphalt mix depends on the combined effects of material properties...

Bhasin, Amit

2007-09-17T23:59:59.000Z

307

www.ext.vt.edu Produced by Communications and Marketing, College of Agriculture and Life Sciences, Virginia Polytechnic Institute and State University, 2013  

E-Print Network [OSTI]

created during mixing. PPs include pervious concrete, porous asphalt, and inter- locking concrete pavers) is a modified form of asphalt or concrete with a top layer that is pervious to water due to voids intentionally

Liskiewicz, Maciej

308

--No Title--  

Broader source: Energy.gov (indexed) [DOE]

provide utilities for 57 new office trailers being installed in B-Area near the old helipad, Building 612-B. New asphalt will be placed over existing asphalted parking lot....

309

Reflective Cracking Study: First-level Report on HVS Testing on Section 586RF - 45 mm MB15-GOverlay  

E-Print Network [OSTI]

of the asphalt concrete layer. Testing was stopped when thetesting being performed to validate Caltrans overlay strategies for the rehabilitation of cracked asphalt concrete.concrete. It describes the results of the fifth HVS reflective cracking testing

Jones, David; Wu, R; Harvey, John T

2008-01-01T23:59:59.000Z

310

Reflective Cracking Study: First-Level Report on HVS Testing on Section 589RF - 45 mm MB4-G Overlay  

E-Print Network [OSTI]

of the asphalt concrete layer. Testing was stopped when thetesting being performed to validate Caltrans overlay strategies for the rehabilitation of cracked asphalt concrete.concrete. It describes the results of the second HVS reflective cracking testing

Jones, David; Harvey, John T; Wu, R; Lea, J.

2008-01-01T23:59:59.000Z

311

Reflective Cracking Study: HVS Test Section Forensic Investigation  

E-Print Network [OSTI]

the asphalt concrete. Summary of Testing on the Underlyingtesting performed to validate Caltrans overlay strategies for the rehabilitation of cracked asphalt concrete.concrete. It describes the forensic investigation of the HVS rutting and reflective cracking testing

Jones, David; Steven, B.; Harvey, John T

2008-01-01T23:59:59.000Z

312

Reflective Cracking Study: First-level Report on HVS Testing on Section 591RF - 45 mm MAC15TR-GOverlay  

E-Print Network [OSTI]

of the asphalt concrete layer. Testing was stopped when thetesting being performed to validate Caltrans overlay strategies for the rehabilitation of cracked asphalt concrete.concrete. It describes the results of the sixth HVS reflective cracking testing

Jones, David; Wu, R.; Harvey, John T

2008-01-01T23:59:59.000Z

313

DEVELOPMENT OF A RAPID TEST TO DETERMINE MOISTURE SENSTIVITY OF HMA (SUPERPAVE) MIXTURES  

E-Print Network [OSTI]

Exiting test methods to determine moisture sensitivity in hot mix asphalt are time consuming and inconsistent. This research focused on wheel tracking devices to develop a rapid test method to evaluate moisture sensitivity. The Asphalt Pavement...

Shiwakoti, Harihar

2007-12-14T23:59:59.000Z

314

Phytoremediation of hydrocarbon-contaminated soils: principles and applications  

E-Print Network [OSTI]

Toluene Ethylbenzene CH2CH3 ii) Common Oxygenates MTBE O C CH3CH3 CH3 m-Xylene CH3 CH3 p-Xylene CH3 CH3 CH Ethylbenzene CH2CH3CH2CH3CH2CH3 ii) Common Oxygenates MTBE O C CH3CH3 CH3 m-Xylene CH3 CH3 CH3 CH3 p-Xylene CH3 Ethylbenzene CH2CH3 ii) Common Oxygenates MTBE O C CH3CH3 CH3 m-Xylene CH3 CH3 p-Xylene CH3 CH3 CH3CH2OH

Alvarez, Pedro J.

315

Economic aspects of black bases in Texas  

E-Print Network [OSTI]

the f easibility of using sand-asphalt stabilized base courses. Gregg reported that the sand-asphalt bases investigated in the field studies performed well under moving traffic. Moduli of resilient deformation of the bitumen-sand mixtures were... Ayron Schoen, B. S. , Texas ARK University Chairman of Advisory Committee: Dr. Jon A. Epps Although black base construction has gained increasing popularity in recent years, the rising costs of asphalt and asphalt materials have demanded that more...

Schoen, Wayne Ayron

1976-01-01T23:59:59.000Z

316

Taking LID to the Streets: A Case Study of Stormwater Management on Leland Avenue in San Francisco, California  

E-Print Network [OSTI]

with a variety of materials, including porous concrete,porous asphalt and concrete block pavers. For systems that

Thong, Michelle

2011-01-01T23:59:59.000Z

317

Opportunities for Saving Energy and Improving Air Quality in Urban Heat Islands  

E-Print Network [OSTI]

porous pavement is formed of asphalt or cement concrete (Brown, 1996) or which is loosely packed so that water

Akbari, Hashem

2008-01-01T23:59:59.000Z

318

Use of Wehner Schulze to predict skid resistance of Irish surfacing materials  

E-Print Network [OSTI]

resistance of the combined components of asphalt mixes and how they interact with vehicle tyres. hal-00851551Daniel and Coree, 2003) are devices developed to simulate polishing of aggregate or asphalt mixtures. The National Centre for Asphalt Technology (NCAT) developed a test apparatus which uses three pneumatic tyres

Boyer, Edmond

319

Eshan V. Dave,1 Andrew F. Braham,2  

E-Print Network [OSTI]

of a Flattened Indirect Tension Test for Asphalt Concrete ABSTRACT: The indirect tension test (IDT) is frequently is proposed for indirect tension testing of asphalt concrete. In place of the standard loading heads of three asphalt concrete mixtures in two flattened configurations. This integrated modeling and testing

Paulino, Glaucio H.

320

Development of a Hydrogasification Process for Co-Production of Substitute Natural Gas (SNG) and Electric Power from Western Coals  

SciTech Connect (OSTI)

This report presents the results of the research and development conducted on an Advanced Hydrogasification Process (AHP) conceived and developed by Arizona Public Service Company (APS) under U.S. Department of Energy (DOE) contract: DE-FC26-06NT42759 for Substitute Natural Gas (SNG) production from western coal. A double-wall (i.e., a hydrogasification contained within a pressure shell) down-flow hydrogasification reactor was designed, engineered, constructed, commissioned and operated by APS, Phoenix, AZ. The reactor is ASME-certified under Section VIII with a rating of 1150 pounds per square inch gage (psig) maximum allowable working pressure at 1950 degrees Fahrenheit ({degrees}F). The reaction zone had a 1.75 inch inner diameter and 13 feet length. The initial testing of a sub-bituminous coal demonstrated ~ 50% carbon conversion and ~10% methane yield in the product gas under 1625{degrees}F, 1000 psig pressure, with a 11 seconds (s) residence time, and 0.4 hydrogen-to-coal mass ratio. Liquid by-products mainly contained Benzene, Toluene, Xylene (BTX) and tar. Char collected from the bottom of the reactor had 9000-British thermal units per pound (Btu/lb) heating value. A three-dimensional (3D) computational fluid dynamic model simulation of the hydrodynamics around the reactor head was utilized to design the nozzles for injecting the hydrogen into the gasifier to optimize gas-solid mixing to achieve improved carbon conversion. The report also presents the evaluation of using algae for carbon dioxide (CO{sub 2}) management and biofuel production. Nannochloropsis, Selenastrum and Scenedesmus were determined to be the best algae strains for the project purpose and were studied in an outdoor system which included a 6-meter (6M) radius cultivator with a total surface area of 113 square meters (m{sup 2}) and a total culture volume between 10,000 to 15,000 liters (L); a CO{sub 2} on-demand feeding system; an on-line data collection system for temperature, pH, Photosynthetically Activate Radiation (PAR) and dissolved oxygen (DO); and a ~2 gallons per minute (gpm) algae culture dewatering system. Among the three algae strains, Scenedesmus showed the most tolerance to temperature and irradiance conditions in Phoenix and the best self-settling characteristics. Experimental findings and operational strategies determined through these tests guided the operation of the algae cultivation system for the scale-up study. Effect of power plant flue gas, especially heavy metals, on algae growth and biomass adsorption were evaluated as well.

Sun, Xiaolei; Rink, Nancy

2011-04-30T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


321

Vadose Zone Monitoring System Installation Report for McClellan AFB  

E-Print Network [OSTI]

Chloro- Toluene benzene Ethyl- PCE Xylene 1.3.5- 1.2,4- 1.3-Chloro- Toluene benzene Ethyl- PCE Xylene 1.3.5- 1.2,4- 1.3-Chlorobenzene • Toluene • PCE A— Xylene • 1.2,4-THB • 1.3-

Zawislanski, Peter

2010-01-01T23:59:59.000Z

322

11/09/2006 1 Medium Term Planning & Scheduling under  

E-Print Network [OSTI]

that has a sweet odor. Separated from a mixed xylene stream that results from the refining of petroleum to the customers. Mixed Xylenes PX fed into the PTA units / sold Products & Applications Models Results & Future Chemical intermediates Metaxylene Toluene Mixed xylenes Benzene PX PTA Polyester fibers Films PET

Grossmann, Ignacio E.

323

Extension and replacement of aspalt cement with sulphur  

E-Print Network [OSTI]

material containing bitumen, sulphur, and mineral matter such as sand, rock, road metal and clinker (41). He recommended preparing the mixture in hot mix plants, and completely filling the voids between aggregate particles with sulphur-asphalt binder... Selection . Aggregate Selection Selection of Asphalt Cement and Sulphur Content 10 13 20 23 23 26 27 28 28 28 33 44 PAGE Selection of Moisture Condition and Compaction Effort . 45 Processing of Sulphur-Asphalt Emulsion (SAE) Binders...

Pickett, Daniel Ernest

1977-01-01T23:59:59.000Z

324

Techniques and Technologies for Field Detection of Asbestos Containing Materials  

Broader source: Energy.gov [DOE]

Asbestos has been used in numerous applications at DOE sites including sprayed-on fireproofing, asphalt and vinyl floor tile, and asbestos-cement(transite) siding.

325

ENVIRONMENTAL REVIEW FOR CATEGORICAL EXCLUSION DETERMINATION  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Montrose Operations Center Asphalt Overlay Project Montrose County, Colorado A. Brief Description of Proposal: Western Area Power Administration (Western) proposes to conduct...

326

Performance of Ultra Thin White Topping in Oklahoma.  

E-Print Network [OSTI]

??Asphalt pavements would benefit from a low maintenance rehabilitation technique. Modern technology in the form of placement of a thin concrete overlay or ultra thin… (more)

Rotithor, Hari Ganesh

2011-01-01T23:59:59.000Z

327

Improving the Carbon Dioxide Emission Estimates from the Combustion of Fossil Fuels in California  

E-Print Network [OSTI]

product consumption Nat Gas NGL Additives Crude Tot Pet.Pet Coke Lubricants Asphalt Waxes Special Naphtha Petrochem feedstocks Other Petro Prods Coal Net reconciliation error Total Consumption

de la Rue du Can, Stephane

2010-01-01T23:59:59.000Z

328

E-Print Network 3.0 - anisotropic elasto-viscoplastic modelling...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Masad et al. (2005) developed an elasto-viscoplastic model with non... of Asphalt Pavements through Developing a Predictive ... Source: Southwest Region University...

329

Opportunities for Saving Energy and Improving Air Quality in Urban Heat Islands  

E-Print Network [OSTI]

concrete and cement concrete porous pavements. White cementconcrete, cement concrete, and porous paver. In general, aof porous pavement is formed of asphalt or cement concrete (

Akbari, Hashem

2008-01-01T23:59:59.000Z

330

E-Print Network 3.0 - anomolous fatigue crack Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Science ; Engineering 6 Cracking Resistance of Asphalt Rubber Mix Versus Summary: vs. Fracture Mechanics Conventional Fatigue Testing Crack initiation Fracture Mechanics Crack......

331

aged material evaluations: Topics by E-print Network  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

and evaluated its performance when used in split mastic asphalt (SMA) mixture using Marshall Characteristic and dynamic charateristics (resilient modulus). As many as 90...

332

LMS-AMC-S01980-0-0.cdr  

Office of Legacy Management (LM)

accomplished surface remediation through capping the mud pits and closing the asphalt tanks in place. ADEC has accepted this work as being protective of human health and the...

333

Microsoft Word - san-miguel-mora-counties-fact-sheet.docx  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

Assistance economic development programs: * Art Essentials * Blowin in the Wind * Concrete, Aggregate, and Asphalt Testing, LLC * Consider the Lilies Floral Boutique *...

334

Characterization of Effective Built-in Curling and Concrete Pavement Cracking on the Palmdale Test Sections  

E-Print Network [OSTI]

of Concrete and Implications for Choice of Testing Standard.J. R. Non-Destructive Testing of Concrete Pavements forAsphalt Concrete Accelerated Pavement Testing American

Rao, Shreenath; Roesler, Jeffery R.

2005-01-01T23:59:59.000Z

335

Reflective Cracking Study: Summary Report  

E-Print Network [OSTI]

1 HVS testing consisted of dense-graded asphalt concrete (Concrete Task Group (RACTG) was established to oversee the study, which included evaluation of pilot projects, laboratory testing,

Jones, David; Harvey, John T; Monismith, Carl L.

2008-01-01T23:59:59.000Z

336

E-Print Network 3.0 - acid oxidation sensitizes Sample Search...  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

-xylene into phthalic anhydride, or why Mo3VO11 is selective in the oxidation of acrolein to acrylic acid. Similarly... of nucleophilicityelectrophilicity or more generally...

337

Measurement and Characterization of Unregulated Emissions from...  

Broader source: Energy.gov (indexed) [DOE]

Diesel PM Polycyclic organic Matter (POM) Formaldehyde Acetaldehyde 1,3-Butadiene Acrolein Benzene Toluene Ethylbenzene Xylene Polycyclic Aromatic Hydrocarbons (PAHs) Diesel...

338

E-Print Network 3.0 - acid oxidation defects Sample Search Results  

Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

-xylene into phthalic anhydride, or why Mo3VO11 is selective in the oxidation of acrolein to acrylic acid. Similarly... of nucleophilicityelectrophilicity or more generally...

339

Version du 9/04/04 Optical basicity: a scale of acidity/basicity of solids  

E-Print Network [OSTI]

-xylene into phthalic anhydride, or why Mo3VO11 is selective in the oxidation of acrolein to acrylic acid. Similarly

Paris-Sud XI, Université de

340

Approved for public release; distribution is unlimited. ERDC/TN APCRP-CC-15  

E-Print Network [OSTI]

) and will provide an alternative to acrolein (2-propenal) and xylene (1,2-, 1,3-, and 1,4-dimethyl benzene), which

US Army Corps of Engineers

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


341

Multiple Objective Stormwater Management For the Coliseum Complex  

E-Print Network [OSTI]

methyl tertiary butyl ether (MTBE) remain in the soil around5.2 ppb xylenes, and 160 ppb MTBE remain in the groundwater

Jones, Jesse; Kraai, Rachel

2009-01-01T23:59:59.000Z

342

Energy Efficiency Improvement and Cost Saving Opportunities for the Petrochemical Industry - An ENERGY STAR(R) Guide for Energy and Plant Managers  

E-Print Network [OSTI]

Ethylene dichloride 1 MTBE 2 Vinylchloride 3 Ethylbenzene 1Methyl- Tertiary-Butyl-Ether (MTBE) or Ethyl-Tertiary-Butyl-Styrene Vinylchloride MTBE Benzene, Toluene, Xylene Acetone

Neelis, Maarten

2008-01-01T23:59:59.000Z

343

Technical Report Documentation Page 1. Report No.  

E-Print Network [OSTI]

IN HOT-MIX ASPHALT CONSTRUCTION 5. Report Date February 2005 Resubmitted: January 2006 Published: April, and Wenting Liu 8. Performing Organization Report No. Report 0-4577-2 10. Work Unit No. (TRAIS)9. Performing IN HOT-MIX ASPHALT CONSTRUCTION by Stephen Sebesta Associate Transportation Researcher Texas

344

Ann. Occup. Hyg., Vol. 53, No. 6, pp. 551560, 2009 The Author 2009. Published by Oxford University Press  

E-Print Network [OSTI]

not elevated among millers). Results from linear mixed-effects models of levels of U-Nap, U-Phe, OH-Phe, and OH; exposure; PAH; urine INTRODUCTION Asphalt (also referred to as bitumen) is a by-product of petroleum refining that is widely used to pave roads. Road-paving workers are exposed to emis- sions from hot asphalt

California at Berkeley, University of

345

PAVEMENT TECHNOLOGY UPDATE This Technology Transfer Program  

E-Print Network [OSTI]

PAVEMENT TECHNOLOGY UPDATE This Technology Transfer Program publication is funded by the Division of asphalt pavements. TECHNOLOGY TRANSFER PROGRAM JULY 2010, VOL. 2, NO. 1 Warm Mix Asphalt Hits the Road, and California LTAP Field Engineer, Technology Transfer Program, Institute of Transportation Studies, UC Berkeley

California at Berkeley, University of

346

Hunting for that one special brick? This is the  

E-Print Network [OSTI]

evolved over time. According to Boll, the bricks were originally made to be very porous and therefore their streets and sidewalks with asphalt or concrete. Boll expressed his admiration for the strength and many brick in a street, a brick street requires less maintenance than an asphalt road or concrete sidewalk

Li, Yang V.

347

Stormwater Management and the Future of Water Resources: Nutrient Controls and  

E-Print Network [OSTI]

Facility at UNH Tc ~ 19 minutes Watershed Boundary Tree Filter Porous Asphalt Bioretention Retrofit UNHSC Separator Subsurface Infiltration Filter Unit Porous Asphalt Retention Pond Stone Swale Gravel Wetland Sand Filter Bioretention Unit Tree Filter Pervious Concrete Isolator Row Veg Swale #12;2008 Review of EPA

348

WINTER PERFORMANCE ASSESSMENT OF PERMEABLE PAVEMENTS  

E-Print Network [OSTI]

WINTER PERFORMANCE ASSESSMENT OF PERMEABLE PAVEMENTS A COMPARATIVE STUDY OF POROUS ASPHALT, PERVIOUS CONCRETE, AND CONVENTIONAL ASPHALT IN A NORTHERN CLIMATE BY KRISTOPHER M. HOULE BS, Worcester the University of New Hampshire, the Northern New England Concrete Promotion Association (NNECPA), the Northeast

349

2010 International Low Impact Development Conference San Francisco, CA  

E-Print Network [OSTI]

that of the UNHSC Porous Asphalt Parking Lot 4" #12;UNHSC Porous Asphalt Lot UNHSC Porous Concrete Lot 11 Permeable;Introduction to Porous (Permeable) Pavements 5 #12;What are Permeable Pavements? Designed transportation or soil Permeable Pavement Types: Permeable Blocks (Pavers) Synthetic Geomatrix Pervious Concrete

350

Porous Pavement in Cold Climates Part: Performance and Cost  

E-Print Network [OSTI]

90 80 70 60 50 40 30 20 10 0 %RemovalEfficiency Porous Asphalt Pervious Concrete Retention Pond ` #12;17 Hydrrologic Performance of Porous Pavements Pervious Concrete (HSG-B)Porous Asphalt (HSG-C) #12;0 10 20 30 40Porous Pavement in Cold Climates Part: Performance and Cost Onondaga Environmental Institute 17

351

Monitoring Stormwater: Do's, Don'ts, Why's and How's  

E-Print Network [OSTI]

Facility TREE FILTER Watershed Boundary #12;9 #12;10 POROUS ASPHALT TREE FILTER #12;11 TREATMENT STRATEGIES Porous Asphalt Gravel Wetland Sand Filter Bioretention Cell Tree Filter Subsurface Infiltration Unit 13;17 Site Monitoring · Real Time Precipitation Flow pH Temperature Conductivity Dissolved Oxygen Turbidity

352

Structural Change, Impacts and Opportunities For Concrete Pavement  

E-Print Network [OSTI]

Developed Economies Asia, Excl Japan #12;Oil Price History $ Per Barrel, West Texas Intermediate 0 20 40 60 Change in Asphalt Prices Six Months Later: Red Based On Last 10 Year History: A 10% Change in Oil Prices on LDC's & Demand Side Old Reality: Emphasis on OPEC & Supply Side #12;Asphalt &Oil Price Correlation

353

Wet-Weather Pollution Prevention through Materials Substitution  

E-Print Network [OSTI]

1 Wet-Weather Pollution Prevention through Materials Substitution Shirley E. Clark, Ph.D., P the potential pollutant release from common building materials both when the materials are new and after aging often used to increase the operating range of asphalts and to prevent stripping of asphalt from binders

Clark, Shirley E.

354

Recycling of pavement materials  

E-Print Network [OSTI]

wife, Faula, whose pat cence, love, encourage? ment, and understanding made this thesis possihle. TABLE OE CONTENTS INTRODUCTION LITERATURE REVIEW Unstabilized Base Courses Stabilized Base Courses Wisconsin Portland Cement Concrete Michigan... District of Columbia California Wisconsin Texas Asphalt Concrete Massachusetts California Michigan Iowa Texas Indiana Nevada Utah Texas EXPERIMENTAL PROJECTS Portland Cement Concrete Page 10 12 12 17 20 22 24 25 Asphalt Concrete...

O'Neal, Randy Jim

1976-01-01T23:59:59.000Z

355

Road Materials and Pavement Design, 2013 Vol. 14, No. S2, 5778, http://dx.doi.org/10.1080/14680629.2013.812838  

E-Print Network [OSTI]

. Unlike PCC and other infrastructure materials, asphalt concrete is generally able to undergo thermal are able to relax stress over time. In addition, asphalt is generally a fracture- resistant material, owing fracture resistance. Poor mixture fracture resistance can lead to the development of thermal cracks, which

Paulino, Glaucio H.

356

fur Mathematik in den Naturwissenschaften  

E-Print Network [OSTI]

bundle). A simplest example of a nonholonomic dynamical system is given by a solid body rolling without gliding over another body. Among various images that spring to mind, the simplest is a ball on a rough plane ([Poi]) or a bike on asphalt. At the tangency point of the wheel with asphalt, the velocity

357

Solvated Electron Technology{sup TM}. Non-Thermal Alternative to Waste Incineration  

SciTech Connect (OSTI)

Solvated Electron Technology (SET{sup TM}) is a patented non-thermal alternative to incineration for treating Toxic Substances Control Act (TSCA) and other mixed waste by destroying organic hazardous components. SET{sup TM} is a treatment process that destroys the hazardous components in mixed waste by chemical reduction. The residual material meets land disposal restriction (LDR) and TSCA requirements for disposal. In application, contaminated materials are placed into a treatment cell and mixed with the solvated electron solution. In the case of PCBs or other halogenated contaminants, chemical reactions strip the halogen ions from the chain or aromatic ring producing sodium chloride and high molecular weight hydrocarbons. At the end of the reaction, ammonia within the treatment cell is removed and recycled. The reaction products (such as sodium salts) produced in the process remain with the matrix. The SET{sup TM} process is 99.999% effective in destroying: polychlorinated biphenyls (PCBs); trichloroethane (TCA) and trichloroethene (TCE); dioxins; polycyclic aromatic hydrocarbons (PAHs); benzene, toluene, xylene (BTX); pesticides; fungicides; herbicides; chlorofluorocarbons (CFCs); hydro-chlorofluorocarbons (HCFCs), explosives and chemical-warfare agents; and has successfully destroyed many of the wastes listed in 40 Code of Federal Regulations (CFR) 261. In September 2007, U.S. Environmental Protection Agency (EPA) issued a Research and Development permit for SET for chemical destruction of 'pure' Pyranol, which is 60% PCBs. These tests were completed in November 2007. SET{sup TM} is recognized by EPA as a non-thermal process equivalent to incineration and three SET{sup TM} systems have been permitted by EPA as commercial mobile PCB destruction units. This paper describes in detail the results of select bench-, pilot-, and commercial-scale treatment of hazardous and mixed wastes for EPA, Department of Energy (DOE), and the Department of Defense(DoD), and the applicability of SET{sup TM} to currently problematic waste streams that have very limited treatment alternatives. In summary: SET{sup TM} operates as a non-thermal destruction process under low pressure. The process occurs in a closed system producing no hazardous off-gases and no regulated by-products such as dioxins or furans or their precursors. Advantages of SET{sup TM} include: - Organic contaminants are destroyed, not just removed, diluted or concentrated. - Operates as a closed system - produces no regulated secondary wastes. - Holds an EPA permit for PCB destruction. - Operates at ambient temperatures (70 deg. F). - Portable and sets up quickly in less than 4000 square feet of space. - Scalable to accommodate any size waste stream. - Requires minimal amounts of power, water and infrastructure. - Applicable to heterogeneous waste streams in all phases. The SET{sup TM} process is 99.9999% effective in destroying organic constituents of RCRA and TSCA waste, explosives and chemical-warfare agents; and has successfully destroyed many of the wastes listed in 40 Code of Federal Regulations (CFR) 261. The residual material meets land disposal restriction (LDR) and TSCA requirements for disposal. In November 2007, Commodore completed a treatability study on Pyranol to determine the effectiveness of SET{sup TM} treatment on oil containing 600,000 PPM PCBs. Laboratory results proved destruction of PCBs to less than 1 PPM at low temperatures and pressures. SET{sup TM} is a proven, safe and cost-effective alternative to incineration for some of the most difficult waste treatment problems that exist today. (authors)

Foutz, W.L.; Rogers, J.E.; Mather, J.D. [Commodore Advanced Sciences, Inc., Richland, WA (United States)

2008-07-01T23:59:59.000Z

358

CHAPTER 8: GROUNDWATER PROTECTION 1998 SITE ENVIRONMENTAL REPORT8-31  

E-Print Network [OSTI]

, such as PCE, have been released to the ground in the vicinity of the CSF. Eighteen wells are used to monitor in the OU IV plume near the 1977 spill site are TCA, PCE, DCE, TCE, toluene, ethylbenzene, and xylenes in the vicinity of the CSF (primarily PCE). The toluene/ ethylbenzene/xylene component of the plume is highly

359

APPLIED AND ENVIRONMENTAL MICROBIOLOGY, Dec. 2008, p. 73137320 Vol. 74, No. 23 0099-2240/08/$08.00 0 doi:10.1128/AEM.01695-08  

E-Print Network [OSTI]

-, and p-xylene (BTEX) compounds, was isolated by plating gasoline-contaminated sediment from a gasoline that strain BD-a59 has the potential to assist in BTEX biodegradation at contaminated sites. A considerable-, and p-xylene (BTEX) compound is one of the most common groundwater and soil contaminants (7). Because

Bae, Jin-Woo

360

EARLY PREVENTIVE EFFECTS OF RISEDRONATE IN A RAT MODEL WITH MASSIVE BONE LOSS DUE TO ORCHIDECTOMY AND  

E-Print Network [OSTI]

and disuse induced osteoporosis. ORX and BTX models were combined to see if their effects were cumulative on trabecular bone mass and bone architecture. KEY WORDS: Osteoporosis Orchidectomy Disuse Risedronate Bone-remodeling rate is observed in women after menopause or surgica

Paris-Sud XI, Université de

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


361

Use of pyrolyzed carbon black as an additive (part 3. Air-cooled furnace slag). Final report  

SciTech Connect (OSTI)

Scrap tires, generated at the rate of over 242 million each year in the United States, are recognized as one of the most significant environmental problems. Most of these scrap tires have been disposed of in landfills, stockpiles, and illegal dumps (EPA 1991). There is a need to find more useful, environmentally friendly applications for these tires. Extensive researches have been conducted in the past years on the utilization of the scrap tires. The use of scrap tires for asphalt pavement, which is complicated by the complex behavior of asphalt, has received major attention. This research aims to describe the performance of mixtures of asphalt using pyrolyzed carbon black as an additive.

Lee, K.H.; Lovell, C.W.; Salgado, R.

1996-11-20T23:59:59.000Z

362

Modeling Micro-Damage Healing Mechanism at Micro-Scale  

E-Print Network [OSTI]

), the corresponding results of stress and displacement fields in elastic media are converted into viscoelastic media. Since asphalt has time-dependent material properties, the viscoelastic result is more accurate than the elastic. It is shown that an increase...

Arastoo, Mahsa

2013-08-06T23:59:59.000Z

363

TERRAIN ESTIMATION USING INTERNAL SENSORS Debangshu Sadhukhan, Carl Moore, Emmanuel Collins  

E-Print Network [OSTI]

was successful in identifying gravel, packed dirt, and grass. KEY WORDS Mobile robot, terrain identification. For our research "sensing terrain" means determining the type of terrain, i.e.: gravel, sand, asphalt, mud

Collins, Emmanuel

364

2500 University Drive N.W., Calgary, Alberta, Canada T2N 1N4 www.schulich.ucalgary.ca FOR IMMEDIATE RELEASE  

E-Print Network [OSTI]

Jadzinski (1st Prize) Paving Asphalt Modification with Tire Crumb Rubber with and without used lubricating oil Ameli Pereira (2nd Prize) Comparison of Direct Tension Test and the Ontario Ministry

Calgary, University of

365

IMPROVING MIX DESIGN AND CONSTRUCTION OF PERMEABLE FRICTION COURSE MIXTURES  

E-Print Network [OSTI]

Permeable friction course (PFC), or new generation open-graded friction course (OGFC) mixtures, are hot mix asphalt (HMA) characterized by high total air voids (AV) content (minimum 18 %) as compared to the most commonly used dense-graded HMA...

Alvarez Lugo, Allex Eduardo

2012-02-14T23:59:59.000Z

366

The effect of carbonation after demolition on the life cycle assessment of pavements  

E-Print Network [OSTI]

The high contribution of CO? emissions associated with pavements has driven research to assess the life cycle of concrete versus asphalt structures and to develop a strategy to reduce the carbon footprint. The life cycle ...

Rossick, Katelyn M

2014-01-01T23:59:59.000Z

367

Detection and Quantification of Expansive Clay Minerals in Geologically-Diverse Texas Aggregate Fines  

E-Print Network [OSTI]

and asphalt concretes. The Texas Department of Transportation (TXDOT) and Texas A&M Transportation Institute (TTI) evaluated the methylene blue adsorption test for its potential to identify and estimate quantities of expansive clays in aggregate stockpiles...

Russell, George 1983-

2012-11-28T23:59:59.000Z

368

University of New Hampshire Stormwater Center  

E-Print Network [OSTI]

3 Highlights 4 Field Research Site 8 Focus Area 10 Stormwater Treatment System Data Porous Asphalt 12 Pervious Concrete 14 Permeable Interlocking Concrete Pavement 16 Subsurface Gravel Wetland 18

369

Low impact development practices terms and definitions developed by Regional language bank partners 2010  

E-Print Network [OSTI]

are permeable pavers, pervious concrete, porous asphalt and gravel. 11. stormwater runoff using rain gardens, planters, swales, porous pavement, tree canopy and other methods. #12;10. porous pavement - Surface to walk, drive or park

Tullos, Desiree

370

LEED Study Session Session #3: Buildings  

E-Print Network [OSTI]

that allow water to penetrate and infiltrate the soil below. o Pervious (no fines) concrete o Porous Asphalt Sites Credit 6: Stormwater Management #12;Pervious Paving What is it? Newer, porous paving systems

Zaferatos, Nicholas C.

371

By-Products Utilization  

E-Print Network [OSTI]

in a variety of rubber and plastic products, thermal incineration of waste tires for production of electricity rubber in asphalt mixes, (ii) thermal incineration of worn-out tires for the production of electricity

Wisconsin-Milwaukee, University of

372

Agents of seed dispersal : animal--zoochary / Wind--anemonochory  

E-Print Network [OSTI]

Agents of seed dispersal is a project designed to address the increase of environmental degradation, which occurs as a result of the perpetual spread of the asphalt and concrete of the contemporary urban situation. Agents ...

Lysakowski, Lukasz Kamil, 1974-

2004-01-01T23:59:59.000Z

373

The effect of tree shade on home summer electrical consumption  

E-Print Network [OSTI]

materials. As compared to a rural soil surface (i. e. natural or disturbed soil surfaces either vegetated or bare), typical city surfaces such as concrete and asphalt have greater densities and higher heat capacities (Duckworth and Sandberg 1954) which...

Rudie, Raymond Joseph

1982-01-01T23:59:59.000Z

374

Bituminous pavement recycling Aravind K. and Animesh Das  

E-Print Network [OSTI]

Bituminous pavement recycling Aravind K. and Animesh Das Department of Civil Engineering IIT Kanpur Introduction The bituminous pavement rehabilitation alternatives are mainly overlaying, recycling and reconstruction. In the recycling process the material from deteriorated pavement, known as reclaimed asphalt

Das, Animesh

375

Caltrans Partnered Pavement Research Program (PPRC) Summary Report: Four Year Period: 2000–2004  

E-Print Network [OSTI]

conducted. HVS testing for concrete pavements has includedand Testing of Fast-Setting Hydraulic Cement Concrete inConcrete and Asphalt-Rubber Hot Mix Overlays at Moderate Temperatures--Accelerated Pavement Testing

Harvey, John T; Monismith, Carl L.; Nokes, William; Coetzee, N. F

2006-01-01T23:59:59.000Z

376

Reflective Cracking Study: First-level Report on HVS Testing on Section 588RF - 90 mm AR4000-DOverlay  

E-Print Network [OSTI]

testing being performed to validate Caltrans overlay strategies for the rehabilitation of cracked asphalt concrete.concrete. It describes the results of the fourth HVS reflective cracking testingconcrete. It describes the results of the fourth HVS reflective cracking testing

Jones, David; Wu, R; Harvey, John T

2008-01-01T23:59:59.000Z

377

Reflective Cracking Study: First-Level Report on HVS Testing on Section 590RF - 90 mm MB4-G Overlay  

E-Print Network [OSTI]

testing being performed to validate Caltrans overlay strategies for the rehabilitation of cracked asphalt concrete.concrete. It describes the results of the first HVS reflective cracking testingconcrete. It describes the results of the first HVS reflective cracking testing

Jones, David; Tsai, Bor-Wen; Harvey, John T

2008-01-01T23:59:59.000Z

378

Cleaning up the Streets of Denver  

SciTech Connect (OSTI)

Between 1913 and 1924, several Denver area facilities extracted radium from carnotite ore mined from the Paradox basin region of Colorado. Tailings or abandoned ores from these facilities were apparently incorporated into asphalt used to pave approximately 7.2 kilometers (4.5 miles) of streets in Denver. A majority of the streets are located in residential areas. The radionuclides are bound within the asphalt matrix and pose minimal risk unless they are disturbed. The City and County of Denver (CCoD) is responsible for controlling repairs and maintenance on these impacted streets. Since 2002, the CCoD has embarked on a significant capital improvement project to remove the impacted asphalt for secure disposal followed by street reconstruction. To date, Parsons has removed approximately 55 percent of the impacted asphalt. This paper discusses the history of the Denver Radium Streets and summarizes on-going project efforts. (authors)

Stegen, R.L.; Wood, T.R.; Hackett, J.R. [Parsons, 1700 Broadway, Suite 900, Denver, Colorado 80290 (United States); Sogue, A. [City and County of Denver, 201 West Colfax, Denver, Colorado 80202 (United States)

2006-07-01T23:59:59.000Z

379

Downdrag on bitumen-coated piles  

E-Print Network [OSTI]

included standard laboratory tests for asphalts as well as some specialized research tests to further study the bitumens' behavior. The testing procedures are explained in detail and the results are presented in graphical or tabular form. Two field sites... bitumens were used for Louisiana and the softer bitumens for Alberta. These bitumens were not intended to act as the only possible bitumens for coating piles. Instead, they represented a range of properties available in commercial asphalts. Some...

Bush, Randall Keith

1991-01-01T23:59:59.000Z

380

Evaluation of Gel Permeation Chromatography as an analytical tool for aspect cement testing  

E-Print Network [OSTI]

V ? ANALYSIS OF TEST RESULTS Introduction Hot Mixed Asphaltic Concrete Binder Aging Versus GPC . Identification by GPC . GPC and Chemical Analysis CHAPTER VI ? CONCLUSIONS AND RECOMMENDATIONS Conclusions Recommendations ~Pa e iv vii ix 7...EVALUATION OF GEL PERMEATION CHROMATOGRAPHY AS AN ANALYTICAL TOOL FOR ASPHALT CEMENT TESTING A Thesis by RICHARD JOHN HOLMGREEN, JR. Submitted to the Graduate College of Texas A8, M University in partial fulfillment of the requirements...

Holmgreen, Richard J

1985-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


381

Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions  

E-Print Network [OSTI]

Robert M. Roseen, Ph.D., P.E., M.ASCE1 ; Thomas P. Ballestero, Ph.D., P.E., M.ASCE2 ; James J. Houle3 of bioretention systems, a surface sand filter, a subsurface gravel wetland, a street tree, and porous asphalt, a surface sand filter, a subsurface gravel wetland, a street tree, and a porous asphalt system. The systems

382

Tracking a defined route for O2 migration in a dioxygen-activating diiron enzyme  

E-Print Network [OSTI]

For numerous enzymes reactive toward small gaseous compounds, growing evidence indicates that these substrates diffuse into active site pockets through defined pathways in the protein matrix. Toluene/o-xylene monooxygenase ...

Song, Woon Ju

383

Structural investigations of hydroxylase proteins and complexes in bacterial multicomponent monooxygenase systems  

E-Print Network [OSTI]

Bacterial multicomponent monooxgenases (BMMs) such as toluene/o-xylene monooxygenase (ToMO), phenol hydroxylase (PH), and soluble methane monooxygenase (sMMO) catalyze hydrocarbon oxidation reactions at a carboxylatebridged ...

McCormick, Michael S. (Michael Scott)

2008-01-01T23:59:59.000Z

384

PULSE COLUMN DESIGN By Lawrence E. Burkhart R.W. Fahien  

Office of Scientific and Technical Information (OSTI)

in hot xylene then baked under an infrared lamp to remove the solvent, leaving a thin plastic film over the needle and the packing. The polyethylene was preferentially wet by the...

385

() Trichloromethane ()1,1,2,2-1,1,2,2-Tetrachloroethane  

E-Print Network [OSTI]

acetate () Ethylene glycol monobutyl ether () Ethylene glycol monomethy ether ()- O-dichlorobenzene ( ) Xylenes(o-,m-,p- isomers) () Cresol - 19 - #12;() Chlorobenzene () Amyl acetate () Isoamyl acetate () Isobutyl acetate () Isopropyl acetate () Ethyl acetate () Propyl acetate () Butyl acetate () Methyl acetate

Huang, Haimei

386

Method for making thin polypropylene film  

DOE Patents [OSTI]

An economical method is provided for making uniform thickness polypropylene film as thin as 100 Angstroms. A solution of polypropylene dissolved in xylene is formed by mixing granular polypropylene and xylene together in a flask at an elevated temperature. A substrate, such as a glass plate or microscope slide is immersed in the solution. When the glass plate is withdrawn from the solution at a uniform rate, a thin polypropylene film forms on a flat surface area of the glass plate as the result of xylene evaporation. The actual thickness of the polypropylene film is functional of the polypropylene in xylene solution concentration, and the particular withdrawal rate of the glass plate from the solution. After formation, the thin polypropylene film is floated from the glass plate onto the surface of water, from which it is picked up with a wire hoop.

Behymer, R.D.; Scholten, J.A.

1985-11-21T23:59:59.000Z

387

Attenuation of dilute aromatic hydrocarbon transport by a block copolymer in a compacted vertisol  

E-Print Network [OSTI]

Standard calibration curve for ethylbenzene. . . . . 85 32 Standard calibration curve for total xylenes . 86 33 Concentration of benzene in load column leachate as a function of pore volumes. 96 34 Concentration of toluene in load column leachate as a... function of pore volumes. 96 FIGURE Page 35 Concentration of ethylbenzene in load column leachate as a function of pore volumes . . 97 36 Concentration of xylenes in load column leachate as a function of pore volumes. 37 Pore volumes through column...

Akin, James Browning

2001-01-01T23:59:59.000Z

388

Characterization of Stem Growth and Chemical Composition in Sorghum Bicolor  

E-Print Network [OSTI]

shows the variation in internode length and diameter observed within a survey of 200 photoperiod sensitive, late flowering bioenergy-type sorghum accessions. In general, sorghum genotypes can appear either ‘bushy’ or tree-like, depending mainly...-SAP panel and the BTx642*Tx7000 mapping populations was analyzed for enzymatic conversion efficiency by Dr. Nicholas Santoro at the Great Lakes Bioenergy Research Center (GLBRC) using the iWALL system (Santoro et al., 2010). In this system, solid samples...

Anderson Jr, Robert Taylor

2014-03-31T23:59:59.000Z

389

Apical dominance in sorghum: the effects of modification of theactivities of auxins, cytokinins and gibberellins on tillering of two sorghum cultivars  

E-Print Network [OSTI]

and gibberellins were in- vestigated primarily with SM 100, a cul tivar possessing weak apical dominance, Likewise, the effects of possible promotive hormones (e. g. cytokini ns and gibberel lins ) were s tudied, primarily with BTx 378 (Redlan), a cultivar.... Applications of naphthyleneacetic acid (NAA) caused a marked reduction in tillerino in SM 100, but benzyladenine (BA) pro- moted tillering, especially during the first 4 weeks of seedling growth. Gibberellic acid (GA-) produced a dual response, enhancing...

Isbell, Verne Ray

1979-01-01T23:59:59.000Z

390

Mathematical models of interconnections between composition and properties of oils in the Apsheron oil-and gas-bearing region of Azerbaijan  

SciTech Connect (OSTI)

This paper reports on the example of oils in the Apsheron oil- and gas-bearing region and Apsheron archipelago located in the western part of the Southern Caspian depression, of which the authors have developed mathematical models of a group hydrocarbon composition; interconnection between oil density and content of asphalt-resin materials, benzine, and ligroin; interconnections between oil density and viscosity and temperature; and interconnections between content of asphalt-resin properties and low-temperature fractions. The models obtained enable us to extrapolate factual data on composition and properties of oils beyond the limits of fixed depths of burial of oil-saturated reservoirs both to a zone of great depths and increased temperatures where hydrocarbons were in a gaseous or oil and gaseous state, and to a zone of near-surface conditions where oils acquire the consistency of asphalts.

Buryakovsky, L.A.; Dzhevanshir, R.D. (Inst. of Deep Oil and Gas Deposits, Azerbaijan Academy of Sciences, 33 Narimanov Prospect, Baku 370143, Azerbaijan (SU))

1992-01-01T23:59:59.000Z

391

A method of evaluating Sulphlex mix designs based on the indirect tension test  

E-Print Network [OSTI]

approach to characteriz1ng fatigue life. A procedure for optimizing a mix design was outlined. Design charts for permanent deformation, thermal cracking and fat1gue cracking were presented for Sulphiex binders CR-1 and CR-2 and an asphalt cement (AC-10... of fracture temperature of an asphalt concrete [from Hills and Brien (16)]. . . . . . . 34 22 Failure envelopes for AC-10 crushed limestone mixes of 4 and 7 percent binder content . 37 23 Prediction of thermal cracking using the boundary curve. 39 24...

Richey, Barry Lee

1982-01-01T23:59:59.000Z

392

Terrain Characterization and Classification with a Mobile  

E-Print Network [OSTI]

, commonly known categories, such as gravel, sand, or as- phalt. Terrain characterization, on the other hand aims at associating terrain with well-defined categories, such as gravel, sand, or dirt. A related for a turn is lower when driving over sand or wet grass than when driving on packed dirt or asphalt. In order

Borenstein, Johann

393

Tonya DelSontro ETH Zurich, Aquatic Chemistry Group  

E-Print Network [OSTI]

: Bernhard Wehrli Quantifying methane emissions from reservoirs: From basin-scale to discrete analyses, and processes of beach asphalt accumulation at Coal Oil Point, CA. B.S. 2003 - Richard Stockton College of New in the Rhone River delta of Lake Geneva using echosounding and other surface operation techniques, as well

Wehrli, Bernhard

394

Greenland Meadows LID Case Study: Economics  

E-Print Network [OSTI]

Greenland Meadows LID Case Study: Economics Utilizing an LID approach that featured porous asphalt and a gravel wetland, a cost-competitive drainage system was designed for a large retail development. Greenland in Greenland, N.H. The development is located on a 56-acre parcel and includes three, one-story retail

395

Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-5196 SEH is an equal opportunity employer | www.sehinc.com | 651.490.2000 | 800.325.2055 | 651.490.2150 fax  

E-Print Network [OSTI]

, 2009 UMore Air Quality Impact Study Projected Air Quality Impacts from Concrete and Asphalt Plants an Air Quality Impact Study to assess the air quality impacts associated with the project. The Air for the project and identified issues and alternatives to be examined in depth in the EIS. Air quality impacts

Netoff, Theoden

396

CX-012380: Categorical Exclusion Determination  

Broader source: Energy.gov [DOE]

Establishment of a MOX Laydown Yard in an Existing Asphalt Parking Lot South of Building 782-3A CX(s) Applied: B1.15 Date: 05/22/2014 Location(s): South Carolina Offices(s): Savannah River Operations Office

397

FIRE RELATED RULES STATUTES AND LAWS Brandon Belt, Coryell County Attorney  

E-Print Network [OSTI]

, plastics, non- wood construction or demolition materials, heavy oils, asphaltic materials, potentially pipeline, or mining operations (T.A.C. §111.215, Prior approval of TCEQ req'd), or Planting or harvesting: Commissioners Court may designate that county judge or fire marshal can make determination that circumstances

398

ENVIRONMENTAL IMPACTS OF PETROLEUM PRODUCTION: THE FATE OF  

E-Print Network [OSTI]

of differing ages near Lake Skiatook, Osage County, Oklahoma, a series of oil, water, brine, and soil samples of the sites is affected by salt scarring, soil salinization, and petroleum contamination. The main pit at this site however, contains relatively fresh asphaltic oil and high salinity brine. Site B

399

Prevention of covered conductor burndown on distribution circuits  

SciTech Connect (OSTI)

When an overhead conductor in a multigrounded neutral distribution system breaks and falls to the ground without simultaneously contacting the multigrounded neutral conductor, there is a significant probability of it coming to rest on a high-impedance surface, such as concrete or asphalt. The motivation to prevent burndown of overhead distribution conductors is discussed. 5 refs.

Lee, R.E.; Fritz, D.E.; Stiller, P.H.; Kilar, L.A.; Shankle, D.F.

1980-01-01T23:59:59.000Z

400

Technical and Computational Aspects of the Measurement of Aggregate Shape by Digital Image Analysis  

E-Print Network [OSTI]

Highway and Transportation Officials AASHTO stan- dards, or Superpave guidelines. In most cases must pass a stringent series of me- chanical, chemical and physical tests in order to demonstrate Superpave Superior Per- forming Asphalt Pavements guidelines developed as a product of the Strategic Highway

Maerz, Norbert H.

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


401

Lignite pellets and methods of agglomerating or pelletizing  

DOE Patents [OSTI]

The specification discloses lignite pellets which are relatively hard, dust resistant, of generally uniform size and free from spontaneous ignition and general degradation. Also disclosed are methods for making such pellets which involve crushing as mined lignite, mixing said lignite with a binder such as asphalt, forming the lignite binder mixture into pellets, and drying the pellets.

Baker, Albert F. (Pittsburgh, PA); Blaustein, Eric W. (Pittsburgh, PA); Deurbrouck, Albert W. (Pittsburgh, PA); Garvin, John P. (Pittsburgh, PA); McKeever, Robert E. (Pittsburgh, PA)

1981-01-01T23:59:59.000Z

402

Characterization and potential utilization of Whiterocks (Utah) tar sand bitumen  

SciTech Connect (OSTI)

This paper reports on the native Whiterocks (Utah) tar sand bitumen that was separated into several boiling range fractions for detailed analysis and characterization. The lighter fraction (477-617 K) was evaluated for use as a transportation fuel and the residues ({gt}617 K and {gt}728 K) were evaluated for use as road asphalts. The 617 K plus residue from the Whiterocks bitumen can be classified as a viscosity grade AC-10 asphalt whereas the 728 K plus residue failed to meet asphalt specifications. Apart from the asphalt specification tests, several sophisticated techniques were used to characterize these fractions. The detailed structure of the low molecular weight portions of Whiterocks bitumen (477-617 K and 617-728 K) was determined by combined GC-MS. Several physical properties were also measured to evaluate the potential of the 477-617 K fraction as a high density/energy aviation turbine fuel. This lower molecular weight fraction of the bitumen contained predominantly naphthenic hydrocarbons and lesser concentrations of aromatic hydrocarbons. This was confirmed by the FTIR spectra and by the GC-MS analyses. As a result, the 477-617 K fraction appeared to be an excellent candidate as a feedstock for the production of high density, aviation turbine fuels following mild hydrotreating.

Tsai, C.H.; Deo, M.D.; Hanson, F.V.; Oblad, A.G. (Lab. of Coal Science, Synthetic Fuels and Catalysis, Dept. of Fuels Engineering, Univ. of Utah, Salt Lake City, UT (US))

1991-01-01T23:59:59.000Z

403

IEEE TRANSACTIONS ON ANTENNAS AND PROPAGATION, VOL. 47, NO. 5, MAY 1999 851 Low Grazing Incidence Millimeter-Wave Scattering  

E-Print Network [OSTI]

analytically. The University of Michigan 94-GHz polarimetric radar system was used to perform polarimetric- neering and Computer Science, The University of Michigan, Ann Arbor, MI 48109 USA. Publisher Item are characterized experimentally. Ice and water over asphalt and concrete surfaces are modeled by homoge- neous

Sarabandi, Kamal

404

IEEE TRANSACTIONS ON ANTENNAS AND PROPAGATION, VOL. 45, NO. 11, NOVEMBER 1997 1679 Modeling and Measurements of Scattering from  

E-Print Network [OSTI]

. The University of Michigan polarimetric 94-GHz radar system was deployed for characterizing the polarimetric and Computer Science, The University of Michigan, Ann Arbor, MI 48109 USA. Publisher Item Identifier S 0018 with asphalt road surfaces, possibly covered with ice or water, at millimeter-wave frequencies is studied

Sarabandi, Kamal

405

Collision and Extension in Buton, Sulawesi, Indonesia Supervisors: Robert Hall & Lloyd White  

E-Print Network [OSTI]

are overlain by deep water Neogene sediments, and there are asphalt deposits and oil and gas seeps probably://searg.rhul.ac.uk). References Davidson, J.W., 1991. The geology and prospectivity of Buton Island, Southeast Sulawesi, Indonesia.B., Silver, E.A., 1991. Geology of a Miocene collision complex, Buton, eastern Indonesia. Geological Society

Royal Holloway, University of London

406

ISAP 2012 Goyer et al: Environmental data of cold mix using emulsified bitumen for a better selection of road materials  

E-Print Network [OSTI]

for aggregates manufacturing, in emulsion plant, and in mixing plant during grave-emulsion manufacturing-emulsion) with conventional techniques as Hot Mixes Asphalts. These calculations was limited to overall indicators (Green, emulsion and cold mixes manufacturing plant consumption and aggregates production in quarry were carried

Paris-Sud XI, Université de

407

Multiscale Modeling and Simulation of Fluid Flows in Inelastic Media  

E-Print Network [OSTI]

in porous media (e.g. soil), Elasticity equations in heterogeneous media (concrete, asphalt), etc porous media s The Fluid-Structure interaction (FSI) problem at the microscale and numerical methods with computational solutions s Numerical upscaling of flow in deformable porous media #12;- p. 3/42 Why homogenize

Popov, Peter

408

4/28/2010 1Porous Pavements Porous Pavements  

E-Print Network [OSTI]

-- Sturdy, attractive & reliable · Porous concrete -- Quality depends on installer · Porous asphalt Park parking lot (2008) ·! Shoreview Porous Concrete Street project (2009) ·! Troy Burne Golf Course4/28/2010 1Porous Pavements Porous Pavements for Stormwater Restoration in Urban Environments Cliff

Minnesota, University of

409

National Concrete Pavement Technology Center  

E-Print Network [OSTI]

.5 " concrete overlay with 1" asphalt interlayer (non porous surface mix) ·Pours- one 22' pass and one 16' ftNational Concrete Pavement Technology Center Concrete Overlay Technology TTCC/NC2 Meeting Savannah patches in 2008 Shortcut (2) to CD Drive.lnk #12;Need to Move Concrete Overlays Forward Concrete Overlay

410

Heat island mitigation benefits from the collaboration between researchers and stakeholders, interdisciplinary methods, and neighborhood-scale strategies that account for  

E-Print Network [OSTI]

York (NYC), the heat island impacts interact with aging energy and water infrastructure heat cooling and increase the amount of energy that is absorbed and stored in the city; ii) low-albedo surfaces, such as dark rooftops and asphalt roadways; iii) reduced skyview from within urban canyons, which

411

Permeable Pavements, Green Roofs, and Cisterns  

E-Print Network [OSTI]

, and water harvesting through them, such as asphalt and con- systems or cisterns. This new fact sheet crete and improve the water quality of runoff from new residential and commercial developments by using stormwater including the use of permeable pave- (sufaces that do not allow water to filter ments, green roofs

Hunt, William F.

412

Lake Worth Inlet Palm Beach Harbor  

E-Print Network [OSTI]

#12;1 Lake Worth Inlet Palm Beach Harbor Palm Beach County, Florida Integrated Feasibility Report, was engaged to conduct the IEPR of the Lake Worth Inlet, Palm Beach Harbor Integrated Feasibility Report and recent rates was added to Section 4.2.3. Clarification on the grouping of asphalt, fuel oil

US Army Corps of Engineers

413

An innovative nanosensor for weigh-in-motion applications B. Ghaddab1  

E-Print Network [OSTI]

, such as difficult deployment, high cost and short lifetime. A very promising route toward low-cost, large surface on a thin piezoresistive layer of carbon-clay nanoparticles deposited within asphalt, promise for very low-cost fabrication process and study its sensitivity to a compressive force. Keywords: Weigh-in-motion, sensor

Paris-Sud XI, Université de

414

RESEARCH REPORT 1814-2 REPORT ON THE FIRST JACKSBORO  

E-Print Network [OSTI]

, Texas, using the 1/3-scale Model Mobile Load Simulator (MMLS3). The MMLS3 tests were initially, and data collection time, respectively. For both the wet and dry tests, data collection included hourly asphalt layer temperature monitoring, frequent transverse surface profiling, Surface Analysis of Spectral

Texas at Austin, University of

415

Conserve Energy: Modernize Your Solvent Deasphalting Unit  

E-Print Network [OSTI]

of Catalytic Cracking-Hydro cracking Feed & Asphalt"; Presented at NPRA Annual Meeting, March 1971, Paper AM-71-15. 4. nitman, J. G.; "Solvent Deasphalting A Versatile Tool for the Preparation of Lube Hydrotreated Feed Stocks"; Presented at API Midyear...

Lambert, J. S.; Gleitsmann, J. W.

1983-01-01T23:59:59.000Z

416

INTRODUCTION Current roadway quality control and quality acceptance (QC/QA) procedures for the Louisiana Department ofTransportation and Development  

E-Print Network [OSTI]

, and air voids in hot mix asphalt (HMA) pavements and thickness and compressive strength for Portland-place determination of pavement properties, resulting in an increase in sampling frequency to supplement coring obtained from cores and cylinders to field properties obtained from LWD and PSPA. OBJECTIVE

Harms, Kyle E.

417

COLORADO DEPARTMENT OF TRANSPORTATION Sustainability of Concrete Pavement  

E-Print Network [OSTI]

COLORADO DEPARTMENT OF TRANSPORTATION Sustainability of Concrete Pavement I-225 - Mississippi to 6 · 2 Mile Reconstruction Existing: · 4 Lane Divided Highway · 8" Concrete Pavement (Recycled on-site) · 4" Asphalt Overlay (Recycled off-site) Project Design: · 6 Lane Divided Highway · 13" Concrete

418

Environmental impacts of petroleum production: Fate of inorganic and organic chemicals in  

E-Print Network [OSTI]

in USA, and forecasts indicate that by 2020 natural gas and oil consumption will increase by 40% and 29 and inactive tank batteries. Results to date show that the produced water source is a Na-Ca-Cl brine (~150 `A' site, 35 water samples were obtained from an asphaltic pit and an adjacent weathered-oil pit

419

Nondestructive Evaluation of Pavements Ultrasonic  

E-Print Network [OSTI]

-echo device for thickness and flaw detection in concrete Ð ! self-calibrating MIRA: Ultrasonic Low Frequency Assessment ­!Asphalt thickness and compaction ·! Conclusions/Goals moving forward http:// pavementndt.weebly.com #12;Introduction ­ Propagation Material ·! Effect of the concrete medium on measuring thickness

Minnesota, University of

420

Disk-shaped Compact Tension Test for Plain Concrete A. Amirkhanian1  

E-Print Network [OSTI]

Disk-shaped Compact Tension Test for Plain Concrete A. Amirkhanian1 , D. Spring1 , J. Roesler1 , K cracking prediction of concrete pavement systems. The single-edge notched beam test has been used energy in asphalt concrete using the disk-shaped compact tension (DCT) test. The benefit of this specimen

Paulino, Glaucio H.

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


421

Nutrient Removal Mechanisms in a Cold Climate Gravel Wetland  

E-Print Network [OSTI]

Nutrient Removal Mechanisms in a Cold Climate Gravel Wetland Alison Watts, Robert Roseen, Kim Farah and development of stormwater treatment systems Gregg Hall 35 Colovos Road Durham, New Hampshire 03824-3534 603.862.4024 http://www.unhsc.unh.edu #12;POROUS ASPHALT Watershed Boundary #12;#12;Gravel Wetland Effluent sampling

422

Comparison of Maintenance Cost, Labor Demands, and System Performance for LID and Conventional  

E-Print Network [OSTI]

operations and maintenance. Due to increasing require- ments for more effective treatment of runoff for porous asphalt, a vegetated swale, bioretention, and a subsurface gravel wetland, to $11­$21=kg=year TSS and personnel hours) and higher water quality treatment capabilities as a function of pollutant removal

423

Flash Pyrolysis of Biomass with Reactive and Non-Reactive Gases: Summary Report for Period July 1983 through September 1984  

SciTech Connect (OSTI)

The purpose of this program is to study the conversion of biomass to liquid and gaseous hydrocarbon fuels and chemical feedstocks by a flash or rapid pyrolysis technique. During this period of study pine wood was flash pyrolyzed in atmospheres of methane and helium at a pressure of 50 psi and at temperatures up to 1050 C. The 1-inch I.D. entrained downflow tubular reactor was used in these experiments. Product yields of methane, ethane, ethylene, BTX, carbon monoxide and carbon dioxide were determined as a function of temperature and gas to wood ratio. Of particular interest were the ethylene and BTX yields. These represented as much as 29.6% and 24.6% of the carbon contained in the feed wood respectively when flash pyrolyzing in methane (flash methanolysls) and 14.7% and 9.7% when pyrolyzing in helium. In the case of flash methanolysis of wood the yields of ethylene and benzene increased with increasing methane to wood feed ratios. In the case of flash pyrolysis in helium the yields of ethylene and BTX decreased with increasing helium gas to wood feed ratios. These results indicate a mechanism by which a free radical reactive species originating from the wood interacts with the methane pyrolyzing gas to produce an enhanced yield of ethylene and benzene. The flash methanolysis of lignin extract from wood produced lower yields of ethylene, indicating the yields mainly originate from the cellulosic fractions of the wood. Some work was also performed on substituting wood ash for sillca flour (Cab-O-Sil) to allow free flow of wood particles through the entrained flow reactor. Preliminary process design and analysis indicates an economically competitive process for the flash methanolysis of wood for the production of methanol, benzene and ethylene. Future plans include completing the studies on obtaining the process chemistry of the flash methanolysis of woods, to obtain a better understanding of the enhanced ethylene and benzene yield and to investigate other biomass forms.

Steinberg M.; Fallon, P.T.; Sundaram, M.S.

1984-10-01T23:59:59.000Z

424

Long-Time Dynamics of Variable Coefficient mKdV Solitary Waves  

E-Print Network [OSTI]

We study the Korteweg-de Vries-type equation dt u=-dx(dx^2 u+f(u)-B(t,x)u), where B is a small and bounded, slowly varying function and f is a nonlinearity. Many variable coefficient KdV-type equations can be rescaled into this equation. We study the long time behaviour of solutions with initial conditions close to a stable, B=0 solitary wave. We prove that for long time intervals, such solutions have the form of the solitary wave, whose centre and scale evolve according to a certain dynamical law involving the function B(t,x), plus an H^1-small fluctuation.

S. I. Dejak; B. L. G. Jonsson

2005-03-08T23:59:59.000Z

425

Hydrocarbon Processing`s HPI construction boxscore update  

SciTech Connect (OSTI)

Data are compiled for oil and gas industry construction projects worldwide, listing country (and state or province, when appropriate), company, location of the project, purpose, plant capacity, estimated cost, current status, licensor, engineering firm, and construction company. Projects include carbon monoxide, urea, ammonia, isomerizer, hydrogen, alkylation, TAME, desalter, hydrotreating, sulfur, waste gas cleanup, catalytic reformer, ethylene recovery, natural gas helium, nitrogen removal, NGL recovery, cumene, dewaxer, polystyrene, vinyl chloride, synthesis gas, formaldehyde, FCC cracker, isobutylene, H{sub 2}S removal, cogeneration, methanol, delayed coker, gas oil treater, NGL fractionation, BTX, information systems, control systems, waste water cleanup, glycol treater, acid gas removal, LPG, MTBE, caustic cleanup, visbreaker, naphtha treater, and others.

NONE

1996-02-01T23:59:59.000Z

426

The effects of height genes and gibberellic acid on root and shoot development of Sorghum bicolor (L.) Moench  

E-Print Network [OSTI]

after emergence (days). Fige 6 ~ Each tracing is a composite of all roots formed by two SM100 plants up to and including the indicated number of days after emergence (days). Fig. 7. Each tracing is a composite of all roots formed by two FC 8962(TM... for the kafir varieties FC 8962(TM) and BTx616. 63 Fig. 13 Plant height, leaf area, root length, and ratio of leaf area to root length (LA/RL) for SA1170 and SM100 plants grown in hydro- ponic culture during the summer. . . . . . . . . . . . . . 66 Fig. 14...

Wright, Steven Alan

1978-01-01T23:59:59.000Z

427

An evaluation of the potential end uses of a Utah tar sand bitumen. [Tar sand distillate  

SciTech Connect (OSTI)

To date the commercial application of tar sand deposits in the United States has been limited to their use as paving materials for county roads, parking lots, and driveways because the material, as obtained from the quarries, does not meet federal highway specifications. The bitumen in these deposits has also been the subject of upgrading and refining studies to produce transportation fuels, but the results have not been encouraging from an economic standpoint. The conversion of tar sand bitumen to transportation fuels cannot compete with crude oil refining. The purposes of this study were two-fold. The first was to produce vacuum distillation residues and determine if their properties met ASTM asphalt specifications. The second was to determine if the distillates could serve as potential feedstocks for the production of aviation turbine fuels. The bitumen used for this study was the oil produced during an in situ steamflood project at the Northwest Asphalt Ridge (Utah) tar sand deposit. Two distillation residues were produced, one at +316/sup 0/C and one at +399/sup 0/C. However, only the lower boiling residue met ASTM specifications, in this case as an AC-30 asphalt. The original oil sample met specifications as an AC-5 asphalt. These residue samples showed some unique properties in the area of aging; however, these properties need to be investigated further to determine the implications. It was also suggested that the low aging indexes and high flow properties of the asphalts may be beneficial for pavements that require good low-temperature performance. Two distillate samples were produced, one at IBP-316/sup 0/C and one at IBP-399/sup 0/C. The chemical and physical properties of these samples were determined, and it was concluded that both samples appear to be potential feedstocks for the production of aviation turbine fuels. However, hydrogenation studies need to be conducted and the properties of the finished fuels determined to verify the prediction. 14 refs., 12 tabs.

Thomas, K.P.; Harnsberger, P.M.; Guffey, F.D.

1986-09-01T23:59:59.000Z

428

Atmos. Chem. Phys., 9, 74917504, 2009 www.atmos-chem-phys.net/9/7491/2009/  

E-Print Network [OSTI]

. This work is distributed under the Creative Commons Attribution 3.0 License. Atmospheric Chemistry, Institute of Earth Environment, Chinese Academy of Sciences, Xi'an, 710075, China 3Department of Chemistry, toluene, ethylbenzene and xylenes ­ BTEX) with fractions of gasoline-fueled or diesel-fueled ve- hicles

Meskhidze, Nicholas

429

Water Research 38 (2004) 25292536 The use of isotopic and lipid analysis techniques linking  

E-Print Network [OSTI]

, ethylbenzene and xylenes (i.e., BTEX) are common ground water pollutants that threaten water suppliesWater Research 38 (2004) 2529­2536 The use of isotopic and lipid analysis techniques linking, C16:0 fatty acid might be a useful biomarker for tracking contaminant degradation and 13 C flow

Alvarez, Pedro J.

430

Review Paper/ Crude Oil at the Bemidji Site: 25 Years of  

E-Print Network [OSTI]

of ground- water contamination by benzene, toluene, ethylbenzene, and xylenes (BTEX) (Council of hydrocarbon contamination. A considerable volume of oil remains in the subsurface today despite 30 years and water flow, vapor diffusion, and the progression of biodegradation. Pore-scale capillary pressure

431

Wat. Res.Vol.27,No. 4, pp.685--691,1993 0043-1354/93$6.00 + 0.00 Printedin GreatBritain.Allrightsreserved CopyrightC) 1993PergamonPressLtd  

E-Print Network [OSTI]

and Water Resources Engineering, Department of Civil and Environmental Engineering, The University and xylenes (BTEX) in laboratory scale flow-through aquifer columns was tested separately with hydrogen in order to mimic contaminated groundwater conditions distal from a nutrient injection well

Alvarez, Pedro J.

432

ORIGINAL PAPER J. Fang M. J. Barcelona P. J. J. Alvarez  

E-Print Network [OSTI]

, and xylenes (BTEX) are common envi- ronmental contaminants that represent a serious threat to ground water to clean up BTEX-contaminated aqui- fers (National Research Council 1993). Nevertheless, process shifts due to the presence of BTEX com- pounds. Understanding the diversity of such adaptation mechanisms

Alvarez, Pedro J.

433

Transient Performance of a Two-Phase Partitioning Bioscrubber  

E-Print Network [OSTI]

Transient Performance of a Two-Phase Partitioning Bioscrubber Treating a Benzene-Contaminated Gas and deactivation due to inhibition by toxic substrates such as BTEX (benzene, toluene, ethylbenzene, and xylene-phasepartitioningbioreactor to improve the bioavailability of poorly water soluble substrates (5), a TPPB can increase the absorption

Daugulis, Andrew J.

434

Liquid-liquid equilibria for ternary systems containing hydrocarbons and propylene carbonate  

SciTech Connect (OSTI)

Experimental data of liquid-liquid equillibrium at 20/sup 0/C are reported for six ternary systems containing propylene carbonate with n-hexane-benzene, n-hexane-ethylbenzene, n-heptane-toluene, n-heptane-ethylbenzene, n-octane-o-xylene, and n-octane-ethylbenzene. The data are correlated by means of NRTL and UNIQUAC models and relative parameters are given.

Annesini, M.C.; Gironi, F.; Marrelli, L.

1985-04-01T23:59:59.000Z

435

Time-Resolved Small-Angle Neutron Scattering Study of Polyethylene Crystallization from Solution  

E-Print Network [OSTI]

Time-Resolved Small-Angle Neutron Scattering Study of Polyethylene Crystallization from Solution-resolved small-angle neutron scattering (TR-SANS), the crystal- lization kinetics of polyethylene from deuterated of polyethylene crystallization from xylene solutions. One unique feature of this experimentation is that both

Wang, Howard "Hao"

436

Carbon-Oxygen Bond Activation in Esters by Platinum(0): Cleavage of the Less Reactive Bond  

E-Print Network [OSTI]

esters in the presence of trialkylphosphines to give -allyl addition products.2 Acetate and benzoate-O oxidative addition to give -allyl products. Vinyl esters (acetate and benzoate) were also reported of the solution. Reaction with Allyl Acetate. Treatment of 1 with 10 equiv of allyl acetate in p-xylene-d10 at 160

Jones, William D.

437

EuropeanCommunities,2007 First results from the new JRC greenhouse gas monitoring site at Ispra, Italy  

E-Print Network [OSTI]

) and the biomass burning tracer acetonitrile. Additional air quality measurements (e.g. carbon monoxide, N2O, CO and the biomass burning tracer acetonitrile (CH3CN) during the 2007/08 winter we are able on acetonitrile as a tracer for biofuel burning emissions and benzene, toluene, and xylenes as tracers for fossil

438

NOTE: This chemical resistant chart is presented as a guide only. This does not consider permeability of glove, chemical combinations, temperature, length of time that glove is in contact with the chemical and thickness of  

E-Print Network [OSTI]

Hexane NR E E NR Hydraulic Fluid Petro. Based P E F G Hydraulic Fluid Ester Based P P P P Hydrazine 65% G NR E E F Turbine Oil P G E F Turpentine P E G P Vegetable Oil P E E F Xylene NR G P NR *Basic

Slatton, Clint

439

JOURNALDE PHYSIQUE IV ColIoqueC7, supplkmentau Journal de Physique 111, Volume 3, novembre 1993  

E-Print Network [OSTI]

Synthesis of poly(dimethylsily1ene-co-diphenylsilylene)polymers as precursors for Sic ceramics S by a Wurtz reaction involving the dechlorination of chlorosilane monomers using sodium in dry xylene. Three. The reaction is illustrated in Figure 1. Me Ph Me Me X D P D C S DMDCS L / Figure I: Synthesis of poly

Paris-Sud XI, Université de

440

Spent fuel storage system for LMFBR fuel experiments  

SciTech Connect (OSTI)

Fuel that had been irradiated in the Argonne National Laboratory Experimental Breeder Reactor II (EBR-II) at Idaho Falls, Idaho, and examined at the Hanford Engineering Development Laboratory at Richland, Washington, was placed in long term retrievable storage utilizing a system designed at Hanford. The Spent Fuel Storage Cask system was designed for transport and storage of a large quantity of spent fuel at the Hanford 200 Area transuranic (TRU) asphalt storage pad. The entire system is designed for long term retrievable storage to allow future reprocessing of the fuel. The system was designed to meet the criticality, shielding, and thermal requirements for a maximum fuel load of four kilograms fissile. The Spent Fuel Storage Cask was built to transport and store the fuel from EBR-II on the TRU asphalt storage pad.

Seay, J.M.; Gruber, W.J.

1983-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


441

Characterization of aggregate shape properties using a computer automated system  

E-Print Network [OSTI]

????????????????????.. 6 The Influence of Aggregate Shape on Pavement Performance... 7 Hot-mix Asphalt Mixtures?...?.?.???........................ 7 Hydraulic Cement Concrete Mixtures????????... 11 Unbound Layers???????.????????........ 14 Identifying Aggregate... base and subbase layers have a significant influence on the engineering properties of the pavement structure in which they are used (Kandhal and Parker 1998; Saeed et al. 2001; Meininger 1998). The form, angularity, and texture of fine and coarse...

Al Rousan, Taleb Mustafa

2005-02-17T23:59:59.000Z

442

Subsurface Gravel Wetlands for the T t t f St tTreatment of Stormwater  

E-Print Network [OSTI]

P. Ballestero, PE, PhD, PH, CGWP, PG, PE, PhD, PH, CGWP, PG, Robert, Robert Roseen,Roseen, D.WRE,D.WRE, PEPE, PhD,, PhD, James Houle, CPSWQ, Alison Watts, Ph.D., Tim Puls,James Houle, CPSWQ, Alison Watts, Ph.D., Tim Facility Bioretention Retrofit Tree Filter Porous 1111 Porous Asphalt #12;#12;ParallelParallel Performance

443

Low temperature fracture evaluation of plasticized sulfur paving mixtures  

E-Print Network [OSTI]

May 1985 Major Subject: Civil Engineering LOW TEMPERATURE FRACTURE EVALUATION OF PLASTICIZED SULFUR PAVING MIXTURES A Thesis by KAMYAR MAHBOUB Approved as to style and content by: Dallas N. Li tie (Chai rman of Committee) Ro e . Lytto Member... modifications to the standard ASTM procedure. These modifications were required due to the nature of plasticized sulfur mixtures and asphalt cement mixtures. The J-integral version of Paris ' law was successfully used to characterize the fatigue...

Mahboub, Kamyar

2012-06-07T23:59:59.000Z

444

Tar sand extraction by steam stimulation and steam drive: measurement of physical properties  

SciTech Connect (OSTI)

The measurement of the following thermophysical properties of Utah tar sands is in progress: thermal conductivity, specific heat relative permeability, and viscosity (of the recovered bitumen). During the report period (October 1, 1978 to November 1, 1979), experimental procedures have been developed and a basic data set has been measured. Additionally, standard core analysis has been performed for four drill sites in the Asphalt Ridge, Utah area.

Linberg, W.R.

1980-09-10T23:59:59.000Z

445

Assessment of the corrosivity of crude fractions from varying feedstock  

SciTech Connect (OSTI)

Crude corrosivity is becoming a critical issue because of frequent variation of feedstock based on spot market opportunities and high sulfur and naphthenic acid content of low cost crudes. The choice of remediation methods (blending, inhibition, upgrading, and/or process changes) depends on accurate prediction of the corrosivity of these crudes. This paper presents the results of autoclave and flow loop runs conducted to assess the corrosivity of Middle East, Shengli, and Bachequero-13 crudes fractions on several materials used in refinery construction. Autoclave tests were conducted in vacuum heater feed line (VHFL) and Asphalt`s fractions from each crude and in atmospheric gas oil (AGO) and heavy vacuum gas oil (HVGO) from the Bachequero-13. Flow loop tests were conducted only on the VHFL`s of each crude. As expected, the test results showed a major increase in corrosion rate with increasing temperature. Corrosion rates were generally less than 10 mpy for all materials at up to 300 C. At 400 C, corrosion rates on the low Cr steels (0 to 5 Cr) were generally around 100 mpy. For the Middle East and Shengli oils, the asphalt`s were more corrosive than the VHFL cuts. Only slight differences were found in the corrosivity of these two oils. By comparison, the Bachequero-13 fractions were generally more corrosive than those from the Shengli or the Middle Eastern crudes. At 200 ft/s (67 m/s), the corrosion rates of the carbon steel specimens were high in the Middle Eastern fraction compared to the Bachequero-13 and Shengli fractions.

Tebbal, S.; Kane, R.D. [CLI International, Inc., Houston, TX (United States); Yamada, Kazuo [Japan Energy Corp., Okayama (Japan)

1997-09-01T23:59:59.000Z

446

The Laconia, New Hampshire Bottom, Ashi Paving Project. Volume 1: Environmental testing report  

SciTech Connect (OSTI)

Bottom ash is the principal waste stream fro m the combustion of municipal solid waste (MSW). It is comprised of grate ash (97%), the slag material discharged at the end of the grate system and grate sffting (3%), the material that melts or falls through the grate structure. This project was conducted to demonstrate the feasibility of using municipal solid waste grate ash as an aggregate substitute in the construction of a pavement binder course for a portion of Rt. 3 in Laconia, New Hampshire. The research was conducted over a two year period during 1993 and 1994. This study is the culmination of an earlier two year characterization study between 1990 and 1992 that documented the physical and environmental characteristics of the bottom ash as it was produced at the Concord, N.H. waste-to-energy (WTE) facility and used in an asphaltic binder course. Together, these two studies provide a complete evaluation of the potential for using grate ash or bottom ash in asphalt binder course or as recycled asphalt pavement (RAP) in base courses in pavements.

NONE

1996-03-01T23:59:59.000Z

447

Bitumen fume-induced gene expression profile in rat lung  

SciTech Connect (OSTI)

Exposure to bitumen fumes during paving and roofing activities may represent an occupational health risk. To date, most of the studies performed on the biological effect of asphalt fumes have been done with regard to their content in carcinogenic polycyclic aromatic hydrocarbons (PAH). In order to gain an additional insight into the mechanisms of action of bitumen fumes, we studied their pulmonary effects in rodents following inhalation using the microarray technology. Fisher 344 rats were exposed for 5 days, 6 h/day to bitumen fumes generated at road paving temperature (170 {sup o}C) using a nose-only exposition device. With the intention of studying the early transcriptional events induced by asphalt fumes, lung tissues were collected immediately following exposure and gene expression profiles in control and exposed rats were determined by using oligonucleotide microarrays. Data analysis revealed that genes involved in lung inflammatory response as well as genes associated with PAH metabolization and detoxification were highly expressed in bitumen-exposed animals. In addition, the expression of genes related to elastase activity and its inhibition which are associated with emphysema was also modulated. More interestingly genes coding for monoamine oxidases A and B involved in the metabolism of neurotransmitters and xenobiotics were downregulated in exposed rats. Altogether, these data give additional information concerning the bitumen fumes biological effects and would allow to better review the health effects of occupational asphalt fumes exposure.

Gate, Laurent [Institut National de Recherche et Securite, Avenue de Bourgogne, BP 27, 54501 Vandoeuvre Cedex (France)]. E-mail: laurent.gate@inrs.fr; Langlais, Cristina [Institut National de Recherche et Securite, Avenue de Bourgogne, BP 27, 54501 Vandoeuvre Cedex (France); Micillino, Jean-Claude [Institut National de Recherche et Securite, Avenue de Bourgogne, BP 27, 54501 Vandoeuvre Cedex (France); Nunge, Herve [Institut National de Recherche et Securite, Avenue de Bourgogne, BP 27, 54501 Vandoeuvre Cedex (France); Bottin, Marie-Claire [Institut National de Recherche et Securite, Avenue de Bourgogne, BP 27, 54501 Vandoeuvre Cedex (France); Wrobel, Richard [Institut National de Recherche et Securite, Avenue de Bourgogne, BP 27, 54501 Vandoeuvre Cedex (France); Binet, Stephane [Institut National de Recherche et Securite, Avenue de Bourgogne, BP 27, 54501 Vandoeuvre Cedex (France)

2006-08-15T23:59:59.000Z

448

HYDROCARBON-DEGRADING BACTERIA AND SURFACTANT ACTIVITY  

SciTech Connect (OSTI)

Fate of benzene ethylbenzene toluene xylenes (BTEX) compounds through biodegradation was investigated using two different bacteria, Ralstonia picketti (BP-20) and Alcaligenes piechaudii (CZOR L-1B). These bacteria were isolated from extremely polluted petroleum hydrocarbon contaminated soils. PCR and Fatty Acid Methyl Ester (FAME) were used to identify the isolates. Biodegradation was measured using each organism individually and in combination. Both bacteria were shown to degrade each of the BTEX compounds. Alcaligenes piechaudii biodegraded BTEXs more efficiently while mixed with BP-20 and individually. Biosurfactant production was observed by culture techniques. In addition 3-hydroxy fatty acids, important in biosurfactant production, was observed by FAME analysis. In the all experiments toluene and m+p- xylenes were better growth substrates for both bacteria than the other BTEX compounds. In addition, the test results indicate that the bacteria could contribute to bioremediation of aromatic hydrocarbons (BTEX) pollution increase biodegradation through the action by biosurfactants.

Brigmon, R; Topher Berry, T; Grazyna A. Plaza, G; jacek Wypych, j

2006-08-15T23:59:59.000Z

449

Measurement of Tc-99 in Savannah River Site High Activity Waste  

SciTech Connect (OSTI)

Waste cleanup efforts currently underway at the Savannah River Site have created a need to characterize Tc-99 in the various high activity waste matrices currently in Site inventories. The traditional method our laboratory used for analyzing Tc-99 in higher activity matrices was a solvent-solvent extraction method using Aliquat-336 in xylene, which resulted in the problematic generation of mixed waste. In an effort to eliminate the generation of mixed wastes resulting from the Aliquat 336/xylene process, a variety of different separation methodologies have been studied. Eichrom TEVA solid phase extractions using column technology have been employed in a case by case basis over the last several years. More recently, applications using Eichrom TEVA extraction discs and 3M Empore Tc extraction discs have also been explored.

DiPrete, D.P.

2003-03-27T23:59:59.000Z

450

Microbial Activity during Biodegradation and its Effects on Groundwater Velocity in a Contaminated Aquifer  

E-Print Network [OSTI]

, toluene, ethylbenzene, and xylene isomers (BTEX) (Yerushalmi et al., 1999; Landmeyer and Bradley 2003). Such passive methods rely on the ambient groundwater velocity to deliver contaminants to the reactive zone. Biostimulation techniques operate... Microbial Activity during Biodegradation and its Effects on Groundwater Velocity in a Contaminated Aquifer by Copyright 2008 Peter Curtis Schillig B.S. (Dept. Hons), Ohio University, 2005 Submitted to the Department...

Schillig, Peter C.

2008-03-26T23:59:59.000Z

451

A route for polonium 210 production from alpha irradiated bismuth-209 A. Younes,1  

E-Print Network [OSTI]

radioactive [1]. Second, one of its isotopes, polonium-210 (Po-210) that occurs naturally in the uranium-238: +33(0)2 51 85 85 36; fax: 33(0)2 51 85 84 52; e-mail: champion@subatech.in2p3.fr Summary A method by employing liquid­liquid extraction method using tributyl phosphate (TBP) in para-xylene from 7 M

Boyer, Edmond

452

Soil Fumigation for Plant Disease Control.  

E-Print Network [OSTI]

satisfactory results were secured wikh xylene, ethylene dichloride, sodium cyanide and formaldehyde. Paper impregnated wit11 hoof-and-horn glue, casein glue, or vegetttble paste, and adequately sealed at the edges, was most satisfactory for con- fining... of a system of electrically heated units in the plant bed or soil box has been developed. Liquid soil drenches with disinfecting chemicals such as mercuric chlo- ride, formaldehyde, various organic mercury compounds, cyanide compounds, sulphuric...

Young, P. A. (Paul Allen); Godfrey, G. H. (George Harold)

1943-01-01T23:59:59.000Z

453

Summerwood formation in loblolly pine  

E-Print Network [OSTI]

of products of anaerobic respiration. He supported his view by experimental data showing a high r espiratory quotient during the summer. In an attempt to clarify the relation between dormancy and auxin 10 Gouwentak (1941) studied the interaction of auxin... in phloroglucinol and hydrochloric acid. In early studies they were mounted in glycerin, but in later studies they were dehydrated on the slide with some absolute alcohol, saturated with xylene, and mounted in technic on. Even in technioon the stain would fade...

Van Buijtenen, Johannes Petrus

1956-01-01T23:59:59.000Z

454

Chromosomal characterizations in a restricted population of Geomys bursarius (Rodentia: Geomyidae)  

E-Print Network [OSTI]

cleared. in 2 changes of xylene for. 2z hours. After 2 changes of paraffin, the tissue was imbedded in Paraplast blocks (Sherwood Medical Industries, St. louis, Missouri). -ix micron sections were cut, using a Lipshaw microtome. Histological slides...CHROMOSOMAL CHARACTERIZATIONS IN A RESTRICTED POPULATION OF GEOMYS BUFSARIUS (RODENTIA; GEOWiIDAE) A Thesis by Raymond Louis Sta11ings Submitted to the Graduate College of Texas AEcM University in partial fulf'llment of the requirement...

Stallings, Raymond L

1978-01-01T23:59:59.000Z

455

The nucleus N. trochlearis of the adult deer, Odocoileus virginianus  

E-Print Network [OSTI]

lithium carbonate solution and then several changes of 70K ethyl alcohol until a sharp contrast of colors is obtained. Caution: Differentiation may continue slightly in first water of next step. 9. Wash in tap water. 10. Stain for 6 minutes...K ethyl alcohol to remove excess stain. 8. Differentiate in 3 changes of 95'X ethyl alcohol. 9. Dehydrate in 3 rapid changes of absolute alcohol. 10. Clear in 3 rapid changes of xylene. 11. Mount with balsas. Photographic procedure: Negatives...

Sarkar, Tofayel Hossain

1964-01-01T23:59:59.000Z

456

Intrinsic bioremediation of a BTEX and MTBE plume under mixed aerobic/denitrifying conditions  

SciTech Connect (OSTI)

A shallow Coastal Plain aquifer in rural Sampson Country, North Carolina, has been contaminated with petroleum hydrocarbon from a leaking underground storage tank containing gasoline.An extensive field characterization has been performed to define the horizontal and vertical distribution of soluble gasoline components and indicator parameters. A plume of dissolved methyl tert-butyl ether (MTBE) and the aromatic hydrocarbons benzene, toluene, ethylbenzene, and xylene isomers (BTEX) is present in the aquifer and has migrated over 600 ft from the source area. Background dissolved oxygen concentrations range from 7 to 8 mg/L, and nitrate concentrations range from 5 to 22 mg/L as N due to extensive fertilization of fields surrounding the spill. In the center of the BTEX plume, oxygen concentrations decline to less than 1 mg/L while nitrate concentrations remain high. The total mass flux of MTBE and all BTEX components decline with distance downgradient relative to a conservative tracer (chloride). At the source, the total BTEX concentration exceeds 75 mg/L while 130 ft downgradient, total BTEX concentrations are less than 4.9 mg/L, a 15-fold reduction. Toluene and ethylbenzene decline most rapidly followed by m-p-xylene, o-xylene and finally benzene. Biodegradation of TEX appears to be enhanced by the excess nitrate present in the aquifer while benzene biodegradation appears to be due to strictly aerobic processes.

Borden, R.C.; Daniel, R.A. [North Carolina State Univ., Raleigh, NC (United States). Civil Engineering Dept.

1995-09-01T23:59:59.000Z

457

Pipe inspection using the pipe crawler. Innovative technology summary report  

SciTech Connect (OSTI)

The US Department of Energy (DOE) continually seeks safer and more cost-effective remediation technologies for use in the decontamination and decommissioning (D and D) of nuclear facilities. In several of the buildings at the Fernald Site, there is piping that was used to transport process materials. As the demolition of these buildings occur, disposal of this piping has become a costly issue. Currently, all process piping is cut into ten-foot or less sections, the ends of the piping are wrapped and taped to prevent the release of any potential contaminants into the air, and the piping is placed in roll off boxes for eventual repackaging and shipment to the Nevada Test Site (NTS) for disposal. Alternatives that allow for the onsite disposal of process piping are greatly desired due to the potential for dramatic savings in current offsite disposal costs. No means is currently employed to allow for the adequate inspection of the interior of piping, and consequently, process piping has been assumed to be internally contaminated and thus routinely disposed of at NTS. The BTX-II system incorporates a high-resolution micro color camera with lightheads, cabling, a monitor, and a video recorder. The complete probe is capable of inspecting pipes with an internal diameter (ID) as small as 1.4 inches. By using readily interchangeable lightheads, the same system is capable of inspecting piping up to 24 inches in ID. The original development of the BTX system was for inspection of boiler tubes and small diameter pipes for build-up, pitting, and corrosion. However, the system is well suited for inspecting the interior of most types of piping and other small, confined areas. The report describes the technology, its performance, uses, cost, regulatory and policy issues, and lessons learned.

NONE

1999-05-01T23:59:59.000Z

458

Implementation of solar-reflective surfaces: Materials and utility programs  

SciTech Connect (OSTI)

This report focuses on implementation issues for using solar-reflective surfaces to cool urban heat islands, with specific examples for Sacramento, California. Advantages of solar-reflective surfaces for reducing energy use are: (1) they are cost-effective if albedo is increased during routine maintenance; (2) the energy savings coincide with peak demand for power; (3) there are positive effects on environmental quality; and (4) the white materials have a long service life. Important considerations when choosing materials for mitigating heat islands are identified as albedo, emissivity, durability, cost, pollution and appearance. There is a potential for increasing urban albedo in Sacramento by an additional 18%. Of residential roofs, we estimate that asphalt shingle and modified bitumen cover the largest area, and that built-up roofing and modified bitumen cover the largest area of commercial buildings. For all of these roof types, albedo may be increased at the time of re-roofing without any additional cost. When a roof is repaired, a solar-reflective roof coating may be applied to significantly increase albedo and extend the life of the root Although a coating may be cost-effective if applied to a new roof following installation or to an older roof following repair, it is not cost-effective if the coating is applied only to save energy. Solar-reflective pavement may be cost-effective if the albedo change is included in the routine resurfacing schedule. Cost-effective options for producing light-colored pavement may include: (1) asphalt concrete, if white aggregate is locally available; (2) concrete overlays; and (3) newly developed white binders and aggregate. Another option may be hot-rolled asphalt, with white chippings. Utilities could promote solar-reflective surfaces through advertisement, educational programs and cost-sharing of road resurfacing.

Bretz, S.; Akbari, H.; Rosenfeld, A.; Taha, H.

1992-06-01T23:59:59.000Z

459

Broadening the markets for scrap tire rubber  

SciTech Connect (OSTI)

Only a couple years ago was the first time that the U.S. first recycled more scrap tires than it discarded. More experienced processors using improved technology and resourceful manufacturers continue to discover more uses of old tires. Soon, they`ll chip away at the 800 million tires stockpiled around the country, not just work to keep up with the waste tires generated each year. After years ago, asphalt roads and highways looked like the answer. This report profiles the utilization of scrap tires.

Hilts, M.E. [ed.

1996-01-01T23:59:59.000Z

460

Recycling tires. (Latest citations from Pollution Abstracts). Published Search  

SciTech Connect (OSTI)

The bibliography contains citations concerning the technology and economic advantages of scrap tire recycling. The application of crumb rubber in the production of asphalt paving, floor-coverings, high performance composites, and other products is described. The production of fuels from scrap tires is also discussed. Legislation which promotes recycling, and the roles of government and the private sector in developing new markets and expanding existing markets are included.(Contains 50-250 citations and includes a subject term index and title list.) (Copyright NERAC, Inc. 1995)

NONE

1996-12-01T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


461

Recycling tires. (Latest citations from Pollution Abstracts). Published Search  

SciTech Connect (OSTI)

The bibliography contains citations concerning the technology and economic advantages of scrap tire recycling. The application of crumb rubber in the production of asphalt paving, floor-coverings, high performance composites, and other products is described. The production of fuels from scrap tires is also discussed. Legislation which promotes recycling, and the roles of government and the private sector in developing new markets and expanding existing markets are included.(Contains 50-250 citations and includes a subject term index and title list.) (Copyright NERAC, Inc. 1995)

NONE

1995-11-01T23:59:59.000Z

462

Chemi-microbial processing of waste tire rubber: A project overview  

SciTech Connect (OSTI)

PNL is developing a method to use thiophillic microorganisms to devulcanize (biodesulfurize) the surface of ground rubber particles, which will improve the bonding and adhesion of the ground tire rubber into the virgin tire rubber matrix. The Chemi-microbial processing approach, introduced in this paper, is targeted at alleviating the waste tire problem in an environmentally conscious manner; it may also be applied to improve asphaltic materials and rubber and polymeric wastes to facilite their recycling. This paper outlines the logic and technical methods that will be used.

Romine, R.A.; Snowden-Swan, L.

1993-12-01T23:59:59.000Z

463

CLOSURE REPORT FOR CORRECTIVE ACTION UNIT 204: STORAGE BUNKERS, NEVADA TEST SITE, NEVADA  

SciTech Connect (OSTI)

Corrective Action Unit (CAU) 330 consists of four Corrective Action Sites (CASs) located in Areas 6, 22, and 23 of the Nevada Test Site (NTS). The unit is listed in the Federal Facility Agreement and Consent Order (FFACO, 1996) as CAU 330: Areas 6, 22, and 23 Tanks and Spill Sites. CAU 330 consists of the following CASs: CAS 06-02-04, Underground Storage Tank (UST) and Piping CAS 22-99-06, Fuel Spill CAS 23-01-02, Large Aboveground Storage Tank (AST) Farm CAS 23-25-05, Asphalt Oil Spill/Tar Release

NONE

2006-04-01T23:59:59.000Z

464

Removing Stains from Washable Fabrics.  

E-Print Network [OSTI]

Page Numbers Stain Page Numbers Acne medicine Blueberry Special 9 Wet 8 Adhesive tape Dye 8 Special 9 Butter Alcoholic beverages Dry 8 Wet 8 Oil 8 Tannin 8 Calamine lotion Asphalt Combination 8 Combination 8 Dye 8 Dye 8 Candle wax Automotive... the most gentle to the most harsh, so always stop treatments as soon as the stain has been removed. Dry Type Stains Dissolve the stain with a grease solvent. Lubricate the stain with dry spotter, coconut oil or mineral oil (sold in health food...

Beard, Ann Vanderpoorten

1988-01-01T23:59:59.000Z

465

Establishing perennial grasses on new backslopes of a highway right-of-way during the summer months  

E-Print Network [OSTI]

) to aocelerate seedling development. The fert111sed areas of each looation were split into five equal parts. Each portion reoeived one of the following treatmentsi (1) peat 12 moss under the seeded row[ (2) scarification) (3) vegatativa mulch1 (&) a mulsh... of RC 2 asphalt ~ and (5) no further treatment vt ioh was used as a shook. Tha peat moss was plaoed beneath the seeded rov in a furrow opened using a bull-tongue at tacbsd to a manually-operated hams~arden plow, The peat moss vas soaked in water...

Waller, Jerry Jim

1961-01-01T23:59:59.000Z

466

Gas-chromatographic identification of volatile products from thermal processing of Bitumen  

SciTech Connect (OSTI)

The variety of bitumen industrial brands is evident in the significant variation of composition and ratio of volatile thermal processing products, which makes their detailed characterization difficult. For that reason, in the authors` opinion a simple and easily reproducible method for gas chromatographic analysis and identification of these substances should be of greater interest than gathering more such results. In this report the authors discuss the selection of an optimal combination of group and individual gas chromatographic methods for identification of volatile thermal processing products in the presence of air, using the example of AP bitumen, the main brand used in Czechoslavakia for production of asphalt. 15 refs., 1 tab.

Zenkevich, I.G.; Ventura, K. [Advanced Chemical Engineering Institute, Pardubice (Czechoslovakia)

1992-03-10T23:59:59.000Z

467

Prediction of thermal reflection cracking in west Texas  

E-Print Network [OSTI]

for the stress intensity factor, Ck, following Barenblatt (53) is used. z 'e(')4' C = ? / k n o (3-11) where C is the distance away from crack tip and o (g) is the surface e stress inside the crack tip element, i. e. ? o is the thermal stress at the depth... of the studies being conducted on pavement temp- erature cracking have been mainly concerned with the fracture suscepti- bilityy of asphalt concrete under extremely low temperature (3, 4). Find- ings of these studies could not provide satisfactory...

Chang, Hang-Sun

1975-01-01T23:59:59.000Z

468

Design of a bench-scale apparatus for processing carbon black derived from scrap tires  

E-Print Network [OSTI]

(incineration) or as a filler for asphalt. Incineration has been employed in an attempt to harness the high calorific value of scrap tires. However, disposal via incineration may not maximize the potential economic recovery of energy and chemical materials... into liquid fuels and forms of solid carbon such as carbon black and activated carbon. Previous work in this area utilizes pyrolysis. ' There are several commercial, pilot, and bench-scale tire 2-4, 6-8 pyrolysis systems in use today. Many of these employ...

Woodrow, Philip Travis

1996-01-01T23:59:59.000Z

469

A comparison of thick film and thin film traffic stripes  

E-Print Network [OSTI]

Striys. . . Pigmented Bitusmn Stripes . Asphalt %uilt-Upa Striye vith Pigmented Portland Cement Mortar Cover Course 38 . ~ 41 Thin Film Stripes Used for Comparison Results of Comparing Thick Film Stripes and Thin Film Paint Stripes . ~ ~ ~ ~ ~ 43... was aspbaltio oonorets. The pavement in Test Areas 2y 3p and 4 vas portland cesmnh ooncrete, Two test areas (3 and 4) vere located in such manner as to provide uninterrupted flow of traffic over tbs entire length of the test area. The other two test areas (1...

Keese, Charles J

1952-01-01T23:59:59.000Z

470

Advanced Tools For Characterizing HMA Fatigue Resistance  

E-Print Network [OSTI]

CHS Mix Aggregate Gradation Blend?????????????...123 17 CHS Mix Adjusted Aggregate Gradation Based on Wet-Sieve Analysis. 124 18 Two Sided t-Test Results for the 20 ?? RDT* Test??????.??. 130? 1 INTRODUCTION Hot mix asphalt concrete... ?? ? (25) where: SFag = Shift factor due to binder oxidative aging u, w = Material regression constants m? = Slope of the binder DSRf (?) master-curve within a reduced frequency range of 1 E-06 to 1 E+02 rad/s at 68?F (20?C) ? = Reduced angular...

Lawrence, James Jefferies

2011-02-22T23:59:59.000Z

471

The extraction of bitumen from western tar sands. Annual report, July 1990--July 1991  

SciTech Connect (OSTI)

Contents of this report include the following: executive summary; characterization of the native bitumen from the Whiterocks oil sand deposit; influence of carboxylic acid content on bitumen viscosity; water based oil sand separation technology; extraction of bitumen from western oil sands by an energy-efficient thermal method; large- diameter fluidized bed reactor studies; rotary kiln pyrolysis of oil sand; catalytic upgrading of bitumen and bitumen derived liquids; ebullieted bed hydrotreating and hydrocracking; super critical fluid extraction; bitumen upgrading; 232 references; Appendix A--Whiterocks tar sand deposit bibliography; Appendix B--Asphalt Ridge tar sand deposit bibliography; and Appendix C--University of Utah tar sands bibliography.

Oblad, A.G.; Bunger, J.W.; Deo, M.D.; Hanson, F.V.; Miller, J.D.; Seader, J.D.

1992-04-01T23:59:59.000Z

472

Early Miocene rodents and insectivores from northeastern Colorado  

E-Print Network [OSTI]

, and un- doubtedly the fossils represent a variety of sublocali- ties. Two other asphalt accumulations yield figures comparable to that of McKittrick : the average from pit 10, Rancho La Brea, is between nine and ten, and from Carpinteria is ten and a half... intervals used) has only seven species in it out of a total of 66 species identified. Carpinteria has a similar distribution, although with a smaller number (37) of species. Four species are represented by single elements, and the largest number in any class...

Wilson, R. W.

1960-11-21T23:59:59.000Z

473

Indo-Pakistan Trade Cooperation and Saarc  

E-Print Network [OSTI]

of India’s exports to Pakistan, Soyabean, p-xylene, iron ores, sugar, polypropylene, norfloxin, tyres, bidi leaves, and reactive coloured chemicals were the major items during 1985-2005. Their total share in India’s exports to Pakistan was 11.5 per cent... , etc. Pakistan has excess capacity of 3000 MW electricity which can be easily given to northern Indian states if the required arrangements are done. Prices of mutual trade items between the two countries are also competitive. It is estimated...

Ghuman, Ranjit Singh; Madaan, Da Vinder Kumar

2006-01-01T23:59:59.000Z

474

Vapor-liquid equilibria of coal-derived liquids; 3: Binary systems with tetralin at 200 mmHg  

SciTech Connect (OSTI)

Isobaric vapor-liquid equilibrium data are reported for binary systems of tetralin with p-xylene, [gamma]-picoline, piperidine, and pyridine; all systems were measured at 26.66 kPa (200 mmHg) with a recirculation still. Liquid-phase activity coefficients were correlated using the Van Laar, Wilson, NRTL, and UNIQUAC equations. Vapor-phase nonidealities were found negligible under the experimental conditions of this work, and deviations of the liquid phase from the ideal behavior, as described by Raoult's law, were found to be slightly positive for all the systems.

Blanco, B.; Beltran, S.; Cabezas, J.L. (University Coll., Burgos (Spain). Dept. of Chemical Engineering); Coca, J. (Univ. of Oviedo (Spain). Dept. of Chemical Engineering)

1994-01-01T23:59:59.000Z

475

Process to recycle shredder residue  

DOE Patents [OSTI]

A system and process for recycling shredder residue, in which separating any polyurethane foam materials are first separated. Then separate a fines fraction of less than about 1/4 inch leaving a plastics-rich fraction. Thereafter, the plastics rich fraction is sequentially contacted with a series of solvents beginning with one or more of hexane or an alcohol to remove automotive fluids; acetone to remove ABS; one or more of EDC, THF or a ketone having a boiling point of not greater than about 125.degree. C. to remove PVC; and one or more of xylene or toluene to remove polypropylene and polyethylene. The solvents are recovered and recycled.

Jody, Bassam J. (Chicago, IL); Daniels, Edward J. (Oak Lawn, IL); Bonsignore, Patrick V. (Channahon, IL)

2001-01-01T23:59:59.000Z

476

Secondary battery containing zinc electrode with modified separator and method  

DOE Patents [OSTI]

A battery containing a zinc electrode with a porous separator between the anode and cathode. The separator is a microporous substrate carrying therewith an organic solvent of benzene, toluene or xylene with a tertiary organic amine therein, wherein the tertiary amine has three carbon chains each containing from six to eight carbon atoms. The separator reduces the rate of zinc dentrite growth in the separator during battery operation prolonging battery life by preventing short circuits. A method of making the separator is also disclosed.

Poa, D.S.

1984-02-16T23:59:59.000Z

477

Testing a new NIF neutron time-of-flight detector with a bibenzyl scintillator on OMEGA  

SciTech Connect (OSTI)

A new neutron time-of-flight (nTOF) detector with a bibenzyl crystal as a scintillator has been designed and manufactured for the National Ignition Facility (NIF). This detector will replace a nTOF20-Spec detector with an oxygenated xylene scintillator currently operational on the NIF to improve the areal-density measurements. In addition to areal density, the bibenzyl detector will measure the D-D and D-T neutron yield and the ion temperature of indirect- and direct-drive-implosion experiments. The design of the bibenzyl detector and results of tests on the OMEGA Laser System are presented.

Glebov, V. Yu.; Forrest, C.; Knauer, J. P.; Pruyne, A.; Romanofsky, M.; Sangster, T. C.; Shoup, M. J. III; Stoeckl, C. [Laboratory for Laser Energetics, University of Rochester, Rochester, New York 14623-1299 (United States); Caggiano, J. A.; Carman, M. L.; Clancy, T. J.; Hatarik, R.; McNaney, J.; Zaitseva, N. P. [Lawrence Livermore National Laboratory, Livermore, California 94550 (United States)

2012-10-15T23:59:59.000Z

478

Evaluation and Optimization of MTBE Biodegradation in Aquifers, Final Report  

SciTech Connect (OSTI)

This study was focused on meeting the following objectives concerning the process of methyl tertiary butyl ether (MTBE) biodegradation, with the goal of optimizing this process in situ: 1. Assess whether intrinsic bioattenuation of MTBE is feasible under aerobic conditions across several contaminated sites. 2. Determine the effect of co-contaminants, specifically water-soluble gasoline components (most notably benzene, toluene, ethylbenzene and xylenes [BTEX]) on MTBE biodegradation. 3. Determine whether microbial and/or chemical factors contribute to different MTBE degradative activities. 4. Isolate and characterize MTBE-degrading microorganisms from sediments in which MTBE biodegradation was observed.

Legler, T; Balser, L; Koester, C; Wilson, W

2004-02-13T23:59:59.000Z

479

Characterizing a fast-response, low-afterglow liquid scintillator for neutron time-of-flight diagnostics in fast ignition experiments  

SciTech Connect (OSTI)

The characteristics of oxygen-enriched liquid scintillators with very low afterglow are investigated and optimized for application to a single-hit neutron spectrometer for fast ignition experiments. It is found that 1,2,4-trimethylbenzene has better characteristics as a liquid scintillator solvent than the conventional solvent, p-xylene. In addition, a benzophenon-doped BBQ liquid scintillator is shown to demonstrate very rapid time response, and therefore has potential for further use in neutron diagnostics with fast time resolution.

Abe, Y., E-mail: abe-y@ile.osaka-u.ac.jp; Hosoda, H.; Arikawa, Y.; Nagai, T.; Kojima, S.; Sakata, S.; Inoue, H.; Iwasa, Y.; Iwano, K.; Yamanoi, K.; Fujioka, S.; Nakai, M.; Sarukura, N.; Shiraga, H.; Norimatsu, T.; Azechi, H. [Institute of Laser Engineering, Osaka University, 2-6 Yamada-oka, Suita, Osaka 565-0871 (Japan)

2014-11-15T23:59:59.000Z

480

Catalytic and stoichiometric bromination of aromatic compounds in aqueous trifluoroacetic acid in the presence of nitrogen-containing oxidizing agents  

SciTech Connect (OSTI)

The mono- and polybromination of benzene, halogenobenzenes, toluene, p-xylene, anisole, biphenyl, benzotrifluoride, benzoic acid, p-nitro- and p-carboxytoluene, p-methoxybenzonitrile, tetralin, and naphthalene were studied in trifluoroacetic acid and its aqueous solutions in systems containing stoichiometric amounts of bromine or alkali-metal bromide and stoichiometric or catalytic (in the presence of oxygen or air) amounts of nitrogen-containing oxidizing agent (nitrogen(IV) oxide, alkali-metal nitrate or nitrite). It is suggested that the brominating agent under the investigated conditions is nitryl bromide NO/sub 2/Br. Under the conditions of catalytic bromination anthracene is oxidized to anthraquinone with a preparative yield.

Cheprakov, A.V.; Makhon'kov, D.I.; Rodkin, M.A.; Beletskaya, I.P.

1988-07-10T23:59:59.000Z

Note: This page contains sample records for the topic "xylene btx asphalt" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


481

Pipeline refurbishing  

SciTech Connect (OSTI)

A novel process for simultaneously removing deteriorated coatings (such as coal tar and asphalt enamel or tape) and providing surface preparation suitable for recoating has been developed for pipelines up to 36 in. (914 mm) in diameter. This patented device provides a near-white metal surface finish. Line travel or bell-hole operations are possible at rates up to 10 times conventional blasting techniques. This article describes development of a tool and machine that will remove pipeline coatings, including coal tar enamel and adhesive-backed plaster tape systems. After coating removal, the pipe surface is suitable for recoating and can be cleaned to a near-white metal finsh (Sa 2 1/2 or NACE No. 2) if desired. This cleaning system is especially useful where the new coating is incompatible with the coating to be removed, the new coating requires a near-white or better surface preparation, or no existing method has been found to remove the failed coating. This cleaning system can remove all generic coating systems including coal tar enamel, asphalt, adhesive-backed tape, fusion-bonded epoxy, polyester, and extruded polyethylene.

McConkey, S.E.

1989-04-01T23:59:59.000Z

482

Evaluation of reclaimed rubber in bituminous pavements. Final report, July 1993-April 1995  

SciTech Connect (OSTI)

Section 1038 of the 1991 Intermodel Surface Transportation efficiency Act (ISTEA) mandated use of crumb rubber from scrap tires in asphalt pavement starting in FY 94. To gain some experience, the Illinois Department of Transportation (IDOT) constructed five demonstration projects in 1993 and one in 1994. All used the `dry process` to introduce crumb rubber into the mix. With the dry process, crumb rubber is added to the heated aggregate prior to addition of asphalt cement (AC). Three projects used very low addition rates. Each was divided into five equal segments. One segment, the control, used no crumb rubber. The other segments used 1/2, 1, 1 1/2 and 2 pounds of crumb rubber per ton of hot mix. The other three projects each used 20 pounds of crumb rubber per ton of hot mix. Both batch plants and drier-drum plants were used, and the crumb rubber was supplied in pre-measured batch-size packets, 50-pound paper bags and 2000-pound super sacks.

Trepanier, J.

1995-06-01T23:59:59.000Z

483

Uranium-mill-tailings remedial-action project (UMTRAP) cover and liner technology development project  

SciTech Connect (OSTI)

Cover and liner systems for uranium mill tailings in the United States must satisfy stringent requirements regarding long-term stability, radon control, and radionuclide and hazardous chemical migration. The cover placed over a tailings pile serves three basic purposes: (1) to reduce the release of radon, (2) to prevent the intrusion of plant roots and burrowing animals into the tailings, and (3) to limit surface erosion. The liner placed under a tailings pile prevents the migration of radionuclides and hazardous chemicals to groundwater. Pacific Northwest Laboratory is developing and evaluating cover and liner systems that meet these objectives and conform to federal standards. The cover and liner technology discussed in this paper involves: (1) single and multilayer earthen cover systems, (2) asphalt emulsion radon barrier systems, (3) biobarrier systems, (4) revegetation and rock covers, and (5) asphalt, clay, and synthetic liner systems. These systems have been tested at the Grand Junction, Colorado, tailings pile, where they have been shown to effectively reduce radon releases and radionuclide and chemical migration.

Hartley, J.N.; Gee, G.W.; Freeman, H.D.; Cline, J.F.; Beedlow, P.A.; Buelt, J.L.; Relyea, J.R.; Tamura, T.

1982-01-01T23:59:59.000Z

484

INTERIM BARRIER AT HANFORDS TY FARM TO PROTECT GROUNDWATER AT THE HANFORD SITE WASHINGTON USA  

SciTech Connect (OSTI)

An innovative interim surface barrier was constructed as a demonstration project at the Hanford Site's TY Tank Farm. The purpose of the demonstration barrier is to stop rainwater and snowmelt from entering the soils within the tank farm and driving contamination from past leaks and spills toward the ground water. The interim barrier was constructed using a modified asphalt material with very low permeability developed by MatCon{reg_sign}. Approximately 2,400 cubic yards of fill material were added to the tank farm to create a sloped surface that will gravity drain precipitation to collection points where it will be routed through buried drain lines to an evapotranspiration basin adjacent to the farm. The evapotranspiration basin is a lined basin with a network of perforated drain lines covered with soil and planted with native grasses. The evapotranspiration concept was selected because it prevents the runoff from percolating into the soil column and also avoids potential monitoring and maintenance issues associated with standing water in a traditional evaporation pond. Because of issues associated with using standard excavation and earth moving equipment in the farm a number of alternate construction approaches were utilized to perform excavations and prepare the site for the modified asphalt.

PARKER DL; HOLM MJ; HENDERSON JC; LOBER RW

2011-01-13T23:59:59.000Z

485

The extraction of bitumen from western tar sands  

SciTech Connect (OSTI)

This report represents the work done during the year of May 8, 1987 to June 9, 1988. This year was the first year of a five-year program. The overall objective of the latter is to advance the technologies for recovering bitumen from the tar sands by thermal and water assisted extraction means and upgrading of bitumen to synthetic crude, and conversion of bitumens to specialty products such as asphalt and resins to levels where realistic evaluations of technical and commercial potential can be made. Additionally, it is desired to have the data at a level which is adequate for design of pilot plants of appropriate size deemed necessary for commercial scale-up of the various processes being studied. The main areas for studies covered in this report are modelling and optimization of the hydropyrolysis process for upgrading bitumens, bitumen recovery by pyrolysis of the circle Cliffs tar sands in a fluid bed, pyrolysis of Whiterocks tar sand in a rotary kiln, modelling of the combustor in the coupled fluidized bed with interbed heat transfer using heat pipes, development of superior diluents for use in the water extraction of Utah's tar sands, and fractionation and characterization of the bitumens from Asphalt Ridge and Sunnyside tar sands. 169 refs., 60 figs., 31 tars.

Oblad, A.G.; Bunger, J.W.; Hanson, F.V.; Miller, J.D.; Seader, J.D.

1989-05-01T23:59:59.000Z

486

Asphaltenes in crude oil and bitumen: Structure and dispersion  

SciTech Connect (OSTI)

Crude petroleum is a mixture of compounds boiling at different temperatures that can be separated into a variety of generic fractions by distillation and by fractionation. In fact, such methods provide a better sense of the overall composition of petroleum and the behavioral characteristics. However, petroleum from different sources exhibits different characteristics, and the behavioral characteristics are often difficult to define with any degree of precision. As anticipated and inasmuch as there is a wide variation in the properties of petroleum, the proportions in which the different constituents occur will also vary widely. Thus, some crude oils have higher proportions of the lower boiling constituents, whereas others (such as bitumen, also referred to as natural asphalt) have higher proportions of the higher boiling constituents (often called the {open_quotes}asphaltic components{close_quotes} or {open_quotes}residuum{close_quotes}). It is these higher boiling constituents that often lead to problems during recovery and refining operations. 105 refs., 14 figs., 1 tab.

Speight, J.G. [Western Research Inst., Laramie, WY (United States)

1996-12-31T23:59:59.000Z

487

Life Cycle Assessment of Pavements: A Critical Review of Existing Literature and Research  

SciTech Connect (OSTI)

This report provides a critical review of existing literature and modeling tools related to life-cycle assessment (LCA) applied to pavements. The review finds that pavement LCA is an expanding but still limited research topic in the literature, and that the existing body of work exhibits methodological deficiencies and incompatibilities that serve as barriers to the widespread utilization of LCA by pavement engineers and policy makers. This review identifies five key issues in the current body of work: inconsistent functional units, improper system boundaries, imbalanced data for asphalt and cement, use of limited inventory and impact assessment categories, and poor overall utility. This review also identifies common data and modeling gaps in pavement LCAs that should be addressed in future work. These gaps include: the use phase (rolling resistance, albedo, carbonation, lighting, leachate, and tire wear and emissions), asphalt fumes, feedstock energy of bitumen, traffic delay, the maintenance phase, and the end-of-life phase. This review concludes with a comprehensive list of recommendations for future research, which shed light on where improvements in knowledge can be made that will benefit the accuracy and comprehensiveness of pavement LCAs moving forward.

Santero, Nicholas; Masanet, Eric; Horvath, Arpad

2010-04-20T23:59:59.000Z

488

Rooftop PV system. Final technical progress report, Phase II  

SciTech Connect (OSTI)

Under this four-year PV:BONUS Program, ECD and United Solar are developing and demonstrating two new lightweight flexible building integrated Photovoltaic (BIPV) modules specifically designed as exact replacements for conventional asphalt shingles and standing seam metal roofing. These modules can be economically and aesthetically integrated into new residential and commercial buildings, and address the even larger roofing replacement market. The modules are designed to be installed by roofing contractors without special training which minimizes the installation and balance of system costs. The modules will be fabricated from high-efficiency, multiple-junction a-Si alloy solar cells developed by ECD and United Solar. Under the Phase I Program, which ended in March 1994, we developed two different concept designs for rooftop PV modules: (1) the United Solar overlapping (asphalt shingle replacement) shingle-type modules and (2) the ECD metal roof-type modules. We also developed a plan for fabricating, testing and demonstrating these modules. Candidate demonstration sites for our rooftop PV modules were identified and preliminary engineering designs for these demonstrations were developed; a marketing study plan was also developed. The major objectives of the Phase II Program, which started in June 1994 was (1) to develop, test, and qualify these new rooftop modules; (2) to develop mechanical and electrical engineering specifications for the demonstration projects; and (3) to develop a marketing/commercialization plan.

NONE

1995-08-01T23:59:59.000Z

489

Uranium(VI) extraction by TBP in the presence of HDBP  

SciTech Connect (OSTI)

The influence of di-n-butyl phosphoric acid (HDBP) upon extraction of uranium(VI) by tri-n-butyl phosphate (TBP) from 0.5--3.0 M nitric acid solutions has been studied. It has been shown that the uranium(VI) distribution coefficient D{sub U} for extraction by 1.1 M TBP in tri-decane or xylene is increased when HDBP is present in the organic phase. For iso-molar solutions of (TBP + HDBP) with a total concentration of 0.36 M, and Uranium(VI) aqueous concentration up to 10--20 g/l, a maximum value of D{sub U} is observed when TBP/HDBP = 1; for higher U(VI) concentration the maximum gradually disappears, with D{sub U} growing monotonically with the HDBP content in the organic phase. Uranium(VI) absorption spectra for 1.1 M TBP in tri-decane or xylene, containing HDBP, provide evidence for the formation of compounds, of which composition is intermediate between uranyl nitrate--TBP disolvate and the U(VI)--HDBP complex. It is proposed that these intermediate compounds are UO{sub 2}(NO{sub 3}){sub 2}HDBP.TBP and UO{sub 2}(NO{sub 3}){sub 2}(HDBP){sub 2}.

Fedorov, Yu.S.; Zilberman, B.Ya.; Kulikov, S.M.; Blazheva, I.V.; Mishin, E.N. [V.G. Khlopin Radium Inst., Saint-Petersburg (Russian Federation); Wallwork, A.L.; Denniss, I.S.; May, I. [British Nuclear Fuels plc, Sellafield (United Kingdom); Hill, N.J. [British Nuclear Fuels plc, Risley (United Kingdom)

1999-03-01T23:59:59.000Z

490

Source Apportionment of Stack Emissions from Research and Development Facilities Using Positive Matrix Factorization  

SciTech Connect (OSTI)

Emissions from research and development (R&D) facilities are difficult to characterize due to the wide variety of processes used, changing nature of research, and large number of chemicals. Positive matrix factorization (PMF) was applied to volatile organic compounds (VOCs) concentrations measured in the main exhaust stacks of four different R&D buildings to identify the number and composition of major contributing sources. PMF identified from 9-11 source-related factors contributing to the stack emissions depending on the building. The factors that were similar between buildings were major contributors to trichloroethylene (TCE), acetone, and ethanol emissions. Several other factors had similar profiles for two or more buildings but not for all four. One factor for each building was a combination of p/m-xylene, o-xylene and ethylbenzene. At least one factor for each building was identified that contained a broad mix of many species and constraints were used in PMF to modify the factors to resemble more closely the off-shift concentration profiles. PMF accepted the constraints with little decrease in model fit. Although the PMF model predicted the profiles of the off-shift samples, the percent of total emissions was under-predicted by the model versus the measured data.

Ballinger, Marcel Y.; Larson, Timothy V.

2014-12-01T23:59:59.000Z

491

Reducing the solid waste stream: reuse and recycling at Lawrence Livermore National Laboratory  

SciTech Connect (OSTI)

In Fiscal Year (FY) 1996 Lawrence Livermore National Laboratory (LLNL) increased its solid waste diversion by 365 percent over FY 1992 in five solid waste categories - paper, cardboard, wood, metals, and miscellaneous. (LLNL`s fiscal year is from October 1 to September 30.) LLNL reused/ recycled 6,387 tons of waste, including 340 tons of paper, 455 tons of scrap wood, 1,509 tons of metals, and 3,830 tons of asphalt and concrete (Table1). An additional 63 tons was diverted from landfills by donating excess food, selling toner cartridges for reconditioning, using rechargeable batteries, redirecting surplus equipment to other government agencies and schools, and comporting plant clippings. LLNL also successfully expanded its demonstration program to recycle and reuse construction and demolition debris as part of its facility-wide, comprehensive solid waste reduction programs.

Wilson, K. L.

1997-08-01T23:59:59.000Z

492

A Texas project illustrates the benefits of integrated gasification  

SciTech Connect (OSTI)

Gasification can be an attractive option for converting a variety of petroleum feedstocks to chemicals. Natural gas is commonly sued to produce acetic acid, isocyanates, plastics, and fibers. But low-cost, bottom-of-the-barrel feeds, such as vacuum resid, petroleum coke, and asphaltenes, also can be used. In any case, gasification products include synthesis gas, carbon monoxide, hydrogen, steam, carbon dioxide, and power. The more a gasification facility is integrated with utilities and other non-core operations of a production complex, the more economical the products are for all consumers. The paper discusses gasification of natural gas, light hydrocarbons (ethane, propanes, and butanes), and heavy hydrocarbons (distillates, heavy residues, asphalts, coals, petroleum coke). The paper then describes a Texas City Gasification Project, which gasifies methane to produce carbon monoxide, hydrogen, and alcohol. The plant is integrated with a cogeneration plant. Economics are discussed.

Philcox, J. [Praxair Inc., Houston, TX (United States); Fenner, G.W. [Praxair Inc., Tonawanda, NY (United States)

1997-07-14T23:59:59.000Z

493

Reduced Crude Conversion-2: demetallization unit broadens RCC feed slate  

SciTech Connect (OSTI)

The Reduced Crude Conversion (RCC) process has been shown as capable of handling feedstocks with high levels of heavy metals contamination. This article extends the applicability of the RCC process further to handle feedstock derived in part from extremely high metal crude oils, in discussing a commercial unit installed by Ashland which is capable of metals removal using the ART technology. Nickel and vanadium removal from certain highly contaminated RCC feedstocks shown that the RCC unit with ART technology benefits from substantial catalyst savings while extending RCC technology to more challenging feedstocks. The demetallized product is mixed with virgin reduced crude oil and with lower metal content asphalts to provide feedstock for the RCC unit.

Busch, L.E.; Hettinger, W.P.; Krock, R.P.

1984-12-24T23:59:59.000Z

494

Alternative technologies to optical monitoring systems relating to regulatory compliance (Title V)  

SciTech Connect (OSTI)

Due to the development of Title III and Title V of the Clean Air Act Amendments and public awareness of environmentally safe processes, particulate emissions monitoring has become a subject of great importance to the manufacturing sector. An increasing number of monitoring devices are available, and when used in the correct applications, can accurately monitor particulate emissions. This allows identification of a system problem before emissions can reach the stack and trigger non-compliance. This paper focuses on the most widely used technologies for continuous particulate monitoring, specifically the CPM product line, which has been developed to overcome common problems associated with emissions monitoring equipment. Technical data is presented in regard to the CPM operation as well as a case study of a CPM monitor in the asphalt industry.

Craney, B. [BHA Group, Inc., Kansas City, MO (United States)

1995-12-31T23:59:59.000Z

495

Use of POTW biosolids in bituminous concrete  

SciTech Connect (OSTI)

Although wastewater treatment helps alleviate water pollution, it creates residual by-products that can pose a disposal dilemma. Four main practices are presently employed to dispose of wastewater treatment plant sludge: land application, composting, incineration, and landfilling. A fifth disposal method that may help to alleviate the sludge disposal problem in future years is the incorporation of sludge into useful end products such as fertilizer or construction materials. This research was designed to evaluate the properties of bituminous concrete mixes that had anaerobically digested sewage sludge incorporated into their design. In doing so, it was desired to verify the work of Wells concerning sludge incorporation into bituminous concrete mixes using today`s asphalts. Hot mix and cold mix designs were studied.

Smith, R.C. [Jones and Henry Engineers, Ltd., Toledo, OH (United States); Angelbeck, D.I. [Univ. of Toledo, OH (United States)

1995-11-01T23:59:59.000Z

496

Weathering of Roofing Materials-An Overview  

SciTech Connect (OSTI)

An overview of several aspects of the weathering of roofing materials is presented. Degradation of materials initiated by ultraviolet radiation is discussed for plastics used in roofing, as well as wood and asphalt. Elevated temperatures accelerate many deleterious chemical reactions and hasten diffusion of material components. Effects of moisture include decay of wood, acceleration of corrosion of metals, staining of clay, and freeze-thaw damage. Soiling of roofing materials causes objectionable stains and reduces the solar reflectance of reflective materials. (Soiling of non-reflective materials can also increase solar reflectance.) Soiling can be attributed to biological growth (e.g., cyanobacteria, fungi, algae), deposits of organic and mineral particles, and to the accumulation of flyash, hydrocarbons and soot from combustion.

Berdahl, Paul; Akbari, Hashem; Levinson, Ronnen; Miller, William A.

2006-03-30T23:59:59.000Z

497

Remaining Sites Verification Package for the 100-B-18, 184-B Powerhouse Debris Pile, Waste Site Reclassification Form 2007-020  

SciTech Connect (OSTI)

The 100-B-18 Powerhouse Debris Pile contained miscellaneous demolition waste from the decommissioning activities of the 184-B Powerhouse. The debris covered an area roughly 15 m by 30 m and included materials such as concrete blocks, mixed aggregate/concrete slabs, stone rubble, asphalt rubble, traces of tar/coal, broken fluorescent lights, brick chimney remnants, and rubber hoses. In accordance with this evaluation, the verification sampling results support a reclassification of this site to Interim Closed Out. The results of verification sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

L. M. Dittmer

2007-11-30T23:59:59.000Z

498

The extraction of bitumen from western oil sands. Quarterly report, April--June 1993  

SciTech Connect (OSTI)

Accomplishments are briefly described for the following tasks: environmental impact statement; coupled fluidized bed bitumen recovery and coked sand combustion; water-based recovery of bitumen; rotary kiln process for recovery of bitumen and combustion of coke sand; recovery of bitumen from oil sands using fluidized bed reactors and combustion of spent sands in transport reactors; recovery of bitumen from oil sand and upgrading of bitumen by solvent extraction; catalytic and thermal upgrading of bitumens and bitumen-derived liquids; evaluation of Utah`s major oil sand deposits for the production of asphalt, high energy jet fuels and other specialty products; development of mathematical models for bitumen recovery and processing; completion of the cost examination study of the pilot plant restoration; development studies of equipment for three-product gravity separation of bitumen and sand; determine thickener requirements; and environmental studies of the North Salt Lake pilot plant rehabilitation and eventual operation and those environmental problems associated with eventual commercial products.

Oblad, A.G.; Bunger, J.W.; Deo, M.D.; Fletcher, J.V.; Hanson, F.V.; Miller, J.D.; Seader, J.D.

1993-07-01T23:59:59.000Z

499

Characterization of nickel and vanadium compounds in tar sand bitumen by UV-VIS spectroscopy and size exclusion chromatography coupled with element specific detection  

SciTech Connect (OSTI)

Previously, the authors examined the Ni and V in heavy crude oils, residua, and processed products by several metal speciation techniques to ascertain molecular structure and processing behavior. Two classes of metal compounds were found - metallopetroporphyrins and metallo-nonprophyrins - each having unique reactivity during processing. In efforts to better understand the binding of metals in the oil medium, they now examine NI and V in tar sand bitumens. The bitumen was solvent extracted from the sand matrix and was separated by column chromatography and the petroporphyrin content was quantitated by UV-vis spectroscopy. The petroporphyrin contents ranged from virtually none to over 36% of the total metals. Asphalt Ridge (Utah) has primarily Ni petroporphyrins; Big Clifty (Kentucky) and Athabasca (Canada) have primarily V petroporphyrins; Arroyo Grande and McKittrick (California) have roughly equal amounts of both types; and Sunnyside (Utah) has virtually none of either.

Reynolds, J.G.; Jones, E.L.; Bennett, J.A. (Lawrence Livermore National Lab., CA (USA)); Biggs, W.R. (Chevron Research Co., Richmond, CA (USA))

1989-01-01T23:59:59.000Z

500

Volume reduction/solidification of liquid radioactive waste using bitumen at Ontario Hydro`s Bruce Nuclear Generating Station `A`  

SciTech Connect (OSTI)

Ontario Hydro at the Bruce Nuclear Generating Station `A` has undertaken a program to render the station`s liquid radioactive waste suitable for discharge to Lake Huron by removing sufficient radiological and chemical contaminants to satisfy regulatory requirements for emissions. The system will remove radionuclide and chemical contaminants from five different plant waste streams. The contaminants will be immobilized and stored at on-site radioactive waste storage facilities and the purified streams will be discharged. The discharge targets established by Ontario Hydro are set well below the limits established by the Ontario Ministry of Environment (MOE) and are based on the Best Available Technology Economically Achievable Approach (B.A.T.E.A.). ADTECHS Corporation has been selected by Ontario Hydro to provide volume reduction/solidification technology for one of the five waste streams. The system will dry and immobilize the contaminants from a liquid waste stream in emulsified asphalt using thin film evaporation technology.

Day, J.E.; Baker, R.L.

1995-05-01T23:59:59.000Z