IMECH-IR  > 流固耦合系统力学重点实验室(2012-)
Effects of Water Seepage on the Stability of Soil-Slopes
Liu QQ(刘青泉); Li JC(李家春)
2015
会议名称IUTAM Symposium on the Dynamics of Extreme Events Influenced by Climate Change
会议日期SEP 23-25, 2015
会议地点Lanzhou Univ, Lanzhou, PEOPLES R CHINA
会议录名称Procedia IUTAM
页码29 – 39
DOI10.1016/j.piutam.2015.06.006
摘要Landslide is a kind of severe natural disaster and societal hazard throughout the world.Among various effecting factors, water is commonly known as one of the major triggers for landslide failures. In this paper, a coupling model of water-seepage and stability analysis has been developed for analyzing the effect of water on the stability of slopes. A combination of spline curves and genetic algorithm is used to locate the critical slip surface for slope stability calculations. A new analytical solution of the linearized Boussinesq equation was developed for one-dimensional groundwater flow in unconfined aquifer. An actual landslidelocated in the Three Gorges Reservoir was analyzed by simulating the changes of the seepage field caused by rainfall and water level fluctuation. The influences of water seepage on the stability of landslide were discussed with emphasis.The results show that rainfall infiltration and the variation of water level can tremendously influence the stability of slopes.
关键词Landslide Stability Of Landslide Water Seepage Rainfall Fluctuationof Reservoir Water Level
课题组名称LMFS水环境流体力学(LEM)
收录类别CPCI-S ; EI
语种英语
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文献类型会议论文
条目标识符http://dspace.imech.ac.cn/handle/311007/58183
专题流固耦合系统力学重点实验室(2012-)
推荐引用方式
GB/T 7714
Liu QQ,Li JC. Effects of Water Seepage on the Stability of Soil-Slopes[C],2015:29 – 39.
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