Experimental Study of the Dynamic Shear Response of Rocks Using a Modified Punch Shear Method
Abstract Cohesion and internal friction angle are the two material parameters used in the Coulomb model to predict rock failure in many rock engineering applications. Although these two parameters have been extensively quantified under static conditions using the direct shear or the t...
| Main Authors: | , , , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
Springer Vienna
2022
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| Online Access: | https://hdl.handle.net/1721.1/131803.2 |