Micromechanics of deformation in Topopah Spring tuff, Yucca Mountain, Nevada

Conference · Fri Dec 31 04:00:00 EST 1993

OSTI ID:145395

Wang, R; Kemeny, J M ^[1]

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1. Univ. of Arizona, Tucson, AZ (United States)

Samples of Topopah Spring tuff from Yucca Mountain, Nevada have been tested and analyzed. Laboratory tests conducted include standard uniaxial and triaxial compression tests and special `damage` tests in which samples are loaded to some proportion of their strength and analyzed with SEM microscopy. Based on the SEM analysis of the damaged samples, the micromechanics of rock deformation and failure in Topopah Spring tuff is determined. The results indicate that pores are the major initial microstructures in Topopah Spring tuff. Also, several mechanisms have been found for microcracking under compressive stresses, including pore cracking, the linking of pore cracks, and the formation of en echelon arrays of axial cracks. The macroscopic cracks tend to propagate in the locations with the highest pore density. The final failure of Topopah Spring tuff is due to shear localization near the peak stress. The microbuckling of crack-induced columns has been found to be the major mechanism for inducing shear localization. The heating of Topopah Spring specimens up to 200{degrees}C results in no significant microcracking.

• Research Organization: American Nuclear Society, La Grange Park, IL (United States); American Society of Civil Engineers, New York, NY (United States)
• OSTI ID: 145395
• Report Number(s): CONF-930408--Vol.2; CNN: Grant MSS9022381
• Country of Publication: United States
• Language: English

Related Subjects

05 NUCLEAR FUELS
58 GEOSCIENCES
DEFORMATION
MECHANICAL PROPERTIES
MICROSTRUCTURE
RADIOACTIVE WASTE DISPOSAL
SITE CHARACTERIZATION
TUFF
YUCCA MOUNTAIN
Yucca Mountain Project