A modified failure criterion for transversely isotropic rocks
A modified failure criterion is proposed to determine the strength of transversely isotropic rocks. Mechanical properties of some metamorphic and sedimentary rocks including gneiss, slate, marble, schist, shale, sandstone and limestone, which show transversely isotropic behavior, were taken into con...
| Main Authors: | , , , , |
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| Format: | Journal Article |
| Published: |
Elsevier
2013
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| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/36972 |