Anisotropic failure evaluation and microcracking evolution discrete element simulation of rock discontinuities
Abstract The stability of slopes and tunnels is controlled by rock discontinuities, and the rock discontinuities roughness and the sliding direction play a significant role in shear failure. However, three-dimensional roughness evaluation considering shear directions is scare, and the internal shear...
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| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
SpringerOpen
2025-07-01
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| Series: | International Journal of Coal Science & Technology |
| Subjects: | |
| Online Access: | https://doi.org/10.1007/s40789-025-00776-3 |
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