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A multiparameter non-proportional shear strength reduction method for slope stability analysis based on energy evolution theory
In the failure process of slopes, the contribution of different mechanical or material parameters to the stability is different and dynamic. In the context of shear strength reduction method (SRM) for stability analysis, it is of great significance to determine the factor of safety (FOS) by conside...
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| Main Authors: | , |
|---|---|
| Formáid: | Artigo |
| Teanga: | Inglês |
| Foilsithe: |
SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717
2021-02-01
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| Sraith: | Rock and Soil Mechanics |
| Ábhair: | |
| Rochtain Ar Líne: | http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2020.5435 |
| Clibeanna: |
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