Centrifuge model tests on pile-reinforced slopes subjected to drawdown
Piles are generally an effective way to reduce the risk of slope failure. However, previous approaches for slope stability analysis did not consider the effect of the piles coupled with the decrease of the water level (drawdown). In this study, a series of centrifuge model tests was performed to und...
Guardat en:
| Autors principals: | , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Elsevier
2020-12-01
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| Col·lecció: | Journal of Rock Mechanics and Geotechnical Engineering |
| Matèries: | |
| Accés en línia: | http://www.sciencedirect.com/science/article/pii/S1674775520301256 |
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