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Title: Resistance of fly ash-Portland cement blends to thermal shock

Abstract

Thermal-shock resistance of high-content fly ash-Portland cement blends was tested in the following ways. Activated and non-activated blends with 80-90 % fly ash F (FAF) were left to set at room temperature, then hydrated for 24 hours at 85°C and 24-more hours at 300°C and tested in five thermal-shock cycles (600°C heat - 25°C water quenching). XRD, and thermal gravimetric analyses, along with calorimetric measurements and SEM-EDX tests demonstrated that the activated blends form more hydrates after 24 hours at 300°C, and achieve a higher short-term compressive strength than do non-activated ones. Sodium meta-silicate and sodaash engendered the concomitant hydration of OPC and FAF, with the formation of mixed crystalline FAF-OPC hydrates and FAF hydrates, such as garranite, analcime, and wairakite, along with the amorphous FAF hydration products. In SS-activated and non-activated blends separate OPC (tobermorite) and FAF (amorphous gel) hydrates with no mixed crystalline products formed. The compressive strength of all tested blends decreased by nearly 50% after 5 thermal-shock test cycles. These changes in the compressive strength were accompanied by a marked decrease in the intensities of XRD patterns of the crystalline hydrates after the thermalshock. As a result, there was no significant difference in the performance ofmore » the blends with different activators« less

Authors:
 [1];  [1]
  1. Brookhaven National Lab. (BNL), Upton, NY (United States)
Publication Date:
Research Org.:
Brookhaven National Laboratory (BNL), Upton, NY (United States)
Sponsoring Org.:
USDOE Office of Energy Efficiency and Renewable Energy (EERE)
OSTI Identifier:
1232687
Report Number(s):
BNL-108355-2015-JA
Journal ID: ISSN 0951-7197; R&D Project: 20630
Grant/Contract Number:  
SC00112704
Resource Type:
Accepted Manuscript
Journal Name:
Advances in Cement Research
Additional Journal Information:
Journal Volume: 22; Journal Issue: 12; Journal ID: ISSN 0951-7197
Publisher:
ICE Publishing
Country of Publication:
United States
Language:
English
Subject:
15 GEOTHERMAL ENERGY

Citation Formats

Pyatina, Tatiana, and Sugama, Toshifumi. Resistance of fly ash-Portland cement blends to thermal shock. United States: N. p., 2015. Web. doi:10.1680/adcr.15.00030.
Pyatina, Tatiana, & Sugama, Toshifumi. Resistance of fly ash-Portland cement blends to thermal shock. United States. https://doi.org/10.1680/adcr.15.00030
Pyatina, Tatiana, and Sugama, Toshifumi. Fri . "Resistance of fly ash-Portland cement blends to thermal shock". United States. https://doi.org/10.1680/adcr.15.00030. https://www.osti.gov/servlets/purl/1232687.
@article{osti_1232687,
title = {Resistance of fly ash-Portland cement blends to thermal shock},
author = {Pyatina, Tatiana and Sugama, Toshifumi},
abstractNote = {Thermal-shock resistance of high-content fly ash-Portland cement blends was tested in the following ways. Activated and non-activated blends with 80-90 % fly ash F (FAF) were left to set at room temperature, then hydrated for 24 hours at 85°C and 24-more hours at 300°C and tested in five thermal-shock cycles (600°C heat - 25°C water quenching). XRD, and thermal gravimetric analyses, along with calorimetric measurements and SEM-EDX tests demonstrated that the activated blends form more hydrates after 24 hours at 300°C, and achieve a higher short-term compressive strength than do non-activated ones. Sodium meta-silicate and sodaash engendered the concomitant hydration of OPC and FAF, with the formation of mixed crystalline FAF-OPC hydrates and FAF hydrates, such as garranite, analcime, and wairakite, along with the amorphous FAF hydration products. In SS-activated and non-activated blends separate OPC (tobermorite) and FAF (amorphous gel) hydrates with no mixed crystalline products formed. The compressive strength of all tested blends decreased by nearly 50% after 5 thermal-shock test cycles. These changes in the compressive strength were accompanied by a marked decrease in the intensities of XRD patterns of the crystalline hydrates after the thermalshock. As a result, there was no significant difference in the performance of the blends with different activators},
doi = {10.1680/adcr.15.00030},
journal = {Advances in Cement Research},
number = 12,
volume = 22,
place = {United States},
year = {Fri Sep 11 00:00:00 EDT 2015},
month = {Fri Sep 11 00:00:00 EDT 2015}
}

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