摘要
根据诱发黄腊石滑坡的典型降雨过程给出了设计降雨过程和入渗曲线。并对降雨条件下滑坡的非饱和非稳定渗流进行了分析。
The designed rainfall process and infiltration curve are defined on the basis of analysis of typical rainfall process, which would induce Huanglashi slope. Moreover, unsaturated and unstable seepage analysis for the slope is studied on the condition of rainfall. Disaster and drainage effect of Shiliushubao slope is studied comprehensively.
出处
《岩土力学》
EI
CSCD
2000年第3期231-234,共4页
Rock and Soil Mechanics
关键词
黄腊石滑坡
降雨入渗
灾害分析
滑坡排水
滑坡
Shiliushubao slope
rainfall infiltration
unsaturated and unstable seepage
disater analysis
slope drainage
