Abstract
A comprehensive model was presented in stability analysis for foreseeing shallow landslides induced by rainfall. It contains almost all the current popular models based on an infinite slope. The wet layer can be saturated or unsaturated and the stabilizing forces and destabilizing forces are derived for both cases separately. The effectivity and adaptivity of the presented model were verified by two practical applications.
| Original language | English |
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| Publication status | Published - Dec 1 2011 |
| Event | 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2011 - Hong Kong, China Duration: May 23 2011 → May 27 2011 |
Other
| Other | 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2011 |
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| Country/Territory | China |
| City | Hong Kong |
| Period | 5/23/11 → 5/27/11 |
All Science Journal Classification (ASJC) codes
- Soil Science
- Geotechnical Engineering and Engineering Geology