Post-failure strength of gypsum silica-sand aggregate stemming material
Conference
·
OSTI ID:5101784
Post-failure stress-strain tests were performed on a mixture of gypsum cement and silica-sand aggregate used as stemming material for emplacement holes in underground nuclear testing. The purpose of these tests was to evaluate the remaining strength of the stemming material after it underwent initial failure at confining pressures typical of those found near the working point of the explosion. The failure data can also provide consitutive parameters that can be incorporated into future numerical calculations of the residual stress field of the stemming material. Individual samples were loaded to failure at a single elevated confining pressure. The experiments spanned a range of confining pressures from 10 to 300 MPa. For a set of samples experiencing failure at a given confinging pressure, each sample was subjected to a different amount of strain (up to 15%) subsequent to failure. After this procedure, each sample of failed material was then reloaded to failure again, but without confining pressure. Results indicate that the unconfined post-failure compressive strength of the material decrease as a function of increasing initial post-failure strain under confining pressure. Also, the samples that have experienced more than 15% initial post-failure strain under confining pressure have a complete loss of strength upon reloading without confining pressure. 4 figs., 1 tab.
- Research Organization:
- Lawrence Livermore National Lab., CA (USA)
- DOE Contract Number:
- W-7405-ENG-48
- OSTI ID:
- 5101784
- Report Number(s):
- UCRL-96311; CONF-870961-8; ON: DE88008032
- Country of Publication:
- United States
- Language:
- English
Similar Records
Mechanical strength properties of gypsum/aggregate mixtures for applications in stemming design
Effect of strain rates from 10/sup -2/ to 10 sec/sup -1/ in triaxial compression tests on three rocks
Technical Report
·
Tue Jan 31 23:00:00 EST 1984
·
OSTI ID:6899327
Effect of strain rates from 10/sup -2/ to 10 sec/sup -1/ in triaxial compression tests on three rocks
Journal Article
·
Sat Jan 31 23:00:00 EST 1981
· Int. J. Rock Mech. Min. Sci. Geomech. Abstr.; (United States)
·
OSTI ID:6641398
Related Subjects
36 MATERIALS SCIENCE
360603* -- Materials-- Properties
45 MILITARY TECHNOLOGY, WEAPONRY, AND NATIONAL DEFENSE
450200 -- Military Technology
Weaponry
& National Defense-- Nuclear Explosions & Explosives
BUILDING MATERIALS
CEMENTS
CHALCOGENIDES
CLOSURES
COMPRESSION STRENGTH
DISPERSIONS
EXPLOSIONS
FAILURES
GYPSUM CEMENTS
MATERIALS
MECHANICAL PROPERTIES
MINERALS
MIXTURES
NUCLEAR EXPLOSIONS
NUCLEAR WEAPONS
OXIDE MINERALS
OXIDES
OXYGEN COMPOUNDS
PLUGGING
PLUGGING AGENTS
SAND
SILICA
SILICON COMPOUNDS
SILICON OXIDES
STEMMING MATERIALS
TESTING
UNDERGROUND EXPLOSIONS
WEAPONS
360603* -- Materials-- Properties
45 MILITARY TECHNOLOGY, WEAPONRY, AND NATIONAL DEFENSE
450200 -- Military Technology
Weaponry
& National Defense-- Nuclear Explosions & Explosives
BUILDING MATERIALS
CEMENTS
CHALCOGENIDES
CLOSURES
COMPRESSION STRENGTH
DISPERSIONS
EXPLOSIONS
FAILURES
GYPSUM CEMENTS
MATERIALS
MECHANICAL PROPERTIES
MINERALS
MIXTURES
NUCLEAR EXPLOSIONS
NUCLEAR WEAPONS
OXIDE MINERALS
OXIDES
OXYGEN COMPOUNDS
PLUGGING
PLUGGING AGENTS
SAND
SILICA
SILICON COMPOUNDS
SILICON OXIDES
STEMMING MATERIALS
TESTING
UNDERGROUND EXPLOSIONS
WEAPONS