An improved three-dimensional extension of Hoek–Brown criterion for rocks
Abstract The Hoek–Brown (H–B) criterion has found widespread application in numerous rock engineering projects. However, its efficacy is compromised by an underestimation of rock strength due to its neglect of the influence of the intermediate principal stress ( $$\sigma_{2}$$ σ 2 ). Experimental ev...
| Main Authors: | , , , , , |
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| Format: | Article |
| Jezik: | English |
| Izdano: |
Springer
2024-08-01
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| Serija: | Geomechanics and Geophysics for Geo-Energy and Geo-Resources |
| Teme: | |
| Online dostop: | https://doi.org/10.1007/s40948-024-00841-2 |