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考虑降雨入渗的非饱和边坡稳定分析
引用本文:郑俊,张玉灯.考虑降雨入渗的非饱和边坡稳定分析[J].灾害与防治工程,2008(1).
作者姓名:郑俊  张玉灯
作者单位:三峡大学三峡库区地质灾害教育部重点实验室;
摘    要:分析了降雨入渗的边坡稳定问题,通过正交实验确定饱和-非饱和渗流计算参数。采用SEEP/W计算饱和-非饱和渗流,利用SLOPE/W模块计算树坪滑坡在降雨入渗情况下的安全系数。

关 键 词:降雨入渗  非饱和  土水特征曲线  

Case Studies on Influence of Rainfall Infiltration on Unsaturated Slope Stability
Zheng Jun Zhang Yudeng.Case Studies on Influence of Rainfall Infiltration on Unsaturated Slope Stability[J].Disaster and Control Engineering,2008(1).
Authors:Zheng Jun Zhang Yudeng
Abstract:This paper analyzes the problem of rainfall permeation on slope stability.The unsaturated seepage calculation parameters are ascertained by orthogonal test.The unsaturated seepage analysis is conducted by SEEP/W and the safety factors of ShuPing landslide during rainfall infiltration are calculated by SLOPE/W.
Keywords:rainfall infiltration  Unsaturated soil  characteristic curve of soil and water  
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