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库水位变化与降雨作用下库岸斜坡稳定性分析
引用本文:连志鹏,谭建民,闫举生,王宁涛.库水位变化与降雨作用下库岸斜坡稳定性分析[J].安全与环境工程,2011,18(2):14-17,22.
作者姓名:连志鹏  谭建民  闫举生  王宁涛
作者单位:中国地质调查局武汉地质调查中心,武汉,430223
摘    要:三峡水库正常蓄水后,库水位在175-145m之间周期性波动,库岸斜坡地下水渗流状态将会发生较大的改变.可能导致斜坡失稳.本文采用数值模拟方法,以巴东县西壤坡为例,分析了在库水位升降与降雨联合作用下斜坡体内地下水渗流场的变化过程,通过渗流场与应力场的耦合模拟分析,探讨了库岸斜坡在水位变化及降雨作用下稳定性的变化特征.

关 键 词:库岸斜坡  饱和-非饱和渗流  稳定性分析  库水位  降雨

Analysis of Bank Slope Stability under Rainfall and Reservoir Level Fluctuation
MAN Zhi-peng,TAN Jian-min,YAN Ju-sheng,WANG Ning-tao.Analysis of Bank Slope Stability under Rainfall and Reservoir Level Fluctuation[J].Safety and Environmental Engineering,2011,18(2):14-17,22.
Authors:MAN Zhi-peng  TAN Jian-min  YAN Ju-sheng  WANG Ning-tao
Institution:LIAN Zhi-peng,TAN Jian-min,YAN Ju-sheng,WANG Ning-tao(Wuhan Center of Chinese Geological Survey,Wuhan 430223,China)
Abstract:When the water level of Three Georges Reservoir fluctuates periodically from 175m to 145m,the seepage situation of slope underground water will change a lot,which probably leads to slope failure.Taking Xirang slope as an example,this paper analyzes the slope change process under the combined action of water level alternation and rainfall via numerical simulation,and studies the characteristics of slope consistency under circumstances of water level alternation and rainfall through hydrological and mechanica...
Keywords:reservoir bank slope  saturated-unsaturated flow  stability analysis  reservoir level  rainfall  
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