Geomechanics and Engineering
Volume 5, Number 1, 2013, pages 71-86
DOI: 10.12989/gae.2013.5.1.071
Strength characteristics of transversely isotropic rock materials
Xue-Qiang Yang , Li-Juan Zhang , Xiao-Ming Ji
Abstract
For rock materials, a transversely isotropic failure criterion established through the extended Lade-Duncan failure criterion incorporating an anisotropic state scalar parameter, which is a joint invariant of deviatoric microstructure fabric tensor and normalized deviatoric stress tensor, is verified with the results of triaxial compressive data on Tournemire shale. For torsional shear mode with 0
Key Words
fabric tensor; transversely isotropy; anisotropic state scalar parameter; failure criterion
Address
Civil and Traffic Engineering School, Guangdong University of Technology, Guangzhou, 510090, China
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