Strength characterisation of shale using Mohr-Coulomb and Hoek-Brown criteria
Parameters on rock material strengths like triaxial compressive strength are usually determined from laboratory test on intact rock samples. Uncertainties arise in predicting the behaviour of a rock mass under confinement due to its discontinuous nature. Discontinuity such as joint induces inhomogen...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier,
2015-02-03.
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| Subjects: | |
| Online Access: | Get fulltext |