Considering the Quantitative Effect of Antecedent Rainfall on Slope Stability to Predicting Rainfall-induced Shallow Landslides at the Basin Scale
Yu LUO1; Si-ming HE1,2
2018
会议日期2018-10-1~3
会议地点Toyama International Conference Center, Toyama City, Toyama Prefecture
关键词shallow landslide antecedent rainfall slope stability hillslope hydrology infinite slope stability theory
页码61-68
国家Japan
英文摘要In this study, a new predicting models that can considering the quantitative effect of antecedent rainfall on shallow landslide for shallow landslides prone area predicting at the basin scale. The hillslope hydrology model is used to construct the relationship of antecedent rainfall to the height of ground water, the infinite slope stability theory is used to construct the relationship of antecedent rainfall to slope stability. At last, the model was applied at a basin area. Comparisons are made between considered and unconsidered antecedent rainfall. The results show that in the basin area, the shallow landslides prone area for considered the antecedent rainfall is larger than that unconsidered the antecedent rainfall. It is can be concluded that the antecedent rainfall is quite important and should not be ignored in shallow landslide hazard assessment.
源文献作者The Pacific Rim INTERPRAEVENT Committee of Japan (PRIC) ; Organizing Committee of INTERPRAEVENT International Symposium 2018
产权排序1
会议录INTERPRAEVENT International Symposium 2018 in the Pacific Rim
语种英语
内容类型会议论文
源URL[http://ir.imde.ac.cn/handle/131551/24495]  
专题成都山地灾害与环境研究所_山地灾害与地表过程重点实验室
通讯作者Yu LUO
作者单位1.Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China;
2.Center for excellence in Tibetan plateau earth sciences, China academy of sciences, Beijing 100101, China
推荐引用方式
GB/T 7714
Yu LUO,Si-ming HE. Considering the Quantitative Effect of Antecedent Rainfall on Slope Stability to Predicting Rainfall-induced Shallow Landslides at the Basin Scale[C]. 见:. Toyama International Conference Center, Toyama City, Toyama Prefecture. 2018-10-1~3.
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