3D particle-based DEM investigation into the shear behaviour of incipient rock joints with various geometries of rock bridges
A 3D particle-based DEM model was established taking into account the geometries of rock bridges. The model was used to investigate the shear behaviour of incipient rock joints. Fifty-seven direct shear tests were conducted under constant normal load (CNL) boundary conditions using the established m...
| Huvudupphovsmän: | , , , |
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| Övriga upphovsmän: | |
| Materialtyp: | Journal Article |
| Språk: | English |
| Publicerad: |
2020
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| Ämnen: | |
| Länkar: | https://hdl.handle.net/10356/138537 |