The effect of pore water pressure distribution induced by rainfall infiltration on the failure of unsaturated soil slopes
Numerical analysis was performed based on the Material Point Method (MPM) to analyze the failure mechanisms of unsaturated slopes due to rainfall infiltration. A coupled hydro-mechanical finite element model was applied to solve the rainfall infiltration and slope instability, allowing the analysis...
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| Автори: | , , |
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| Формат: | Artigo |
| Мова: | Inglês |
| Опубліковано: |
EDP Sciences
2025-01-01
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| Серія: | E3S Web of Conferences |
| Онлайн доступ: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2025/42/e3sconf_eunsat2025_02021.pdf |
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