A model test study of the instability of loess fill slope under different compactness
Loess fill slope is prone to landslide under the condition of rainfall infiltration. The influence of compaction degree under rainfall infiltration on the deformation and failure mechanism and the instability mode and sliding mechanism of loess fill slope is explored. Based on the indoor rainfall sy...
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| Principais autores: | , , , , , |
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| Format: | Artigo |
| Sprog: | Chinês |
| Udgivet: |
Editorial Office of Hydrogeology & Engineering Geology
2022-03-01
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| Serier: | Shuiwen dizhi gongcheng dizhi |
| Fag: | |
| Online adgang: | https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202104068 |
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