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.
|出版ステータス||出版済み - 12 1 2011|
|イベント||14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2011 - Hong Kong, 中国|
継続期間: 5 23 2011 → 5 27 2011
|その他||14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2011|
|Period||5/23/11 → 5/27/11|
All Science Journal Classification (ASJC) codes