Analysis of the Mobilization of an Unsaturated Infinite Natural Slope Due to Strength Reduction
This work analyses the mobilization of infinite natural slopes that are initially partially saturated. Starting from dry conditions (the water table is assumed to be deep, far from the slope surface), the soil shear strength will decrease when the wetting front advances from the surface. First, the...
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| Autors principals: | , , , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
MDPI AG
2022-11-01
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| Col·lecció: | Geotechnics |
| Matèries: | |
| Accés en línia: | https://www.mdpi.com/2673-7094/2/4/48 |
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