徐州工程学院学报（自然科学版）Issue(3)：9-14,6.
基于 Geo-studio 的降雨边坡稳定性分析
Stability Analysis of Rainfall Slope Based on Geo-studio
摘要
Abstract
Based on the Geo‐studio software ,the simulation of the seepage field of pore water pressure was introduced into the limit equilibrium method of slope stability with the numerical simulation of the dif‐ferent parameters in consideration of the rainfall intensity ,with or without vegetation etc .The changes of the slope safety factor under various transient conditions were also discussed .The results showed that the longer the rain falls ,the smaller the safety factor is ;a linear relationship exists between changes of suction friction angle and slope stability in rainfalls ;the slope protecting vegetation effects maximally in moderate rains .关键词
边坡工程/降雨/安全系数Key words
slope/rainfall/safety coefficient分类
交通工程引用本文复制引用
王成,缪宏兵,罗东东,朱星汁,马捷..基于 Geo-studio 的降雨边坡稳定性分析[J].徐州工程学院学报（自然科学版）,2014,(3):9-14,6.基金项目
住房和城乡建设部科技计划项目 （）
