中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Stability analysis of unsaturated soil slopes under rainfall infiltration

文献类型:会议论文

作者Zhou, Rong-fang1; Lei, Xue-wen1; Meng, Qing-shan2; Lin, Cong1
出版日期2012
会议日期OCT 20-21, 2012
会议地点China Three Gorges Univ, Yichang, PEOPLES R CHINA
关键词Effective Stress Rainfall Infiltration Matric Suction Slope Stability ABAQUS
卷号594-597
DOI10.4028/www.scientific.net/AMR.594-597.126
页码126
英文摘要The principle of effective stress based on unsaturated soil material model and the boundary conditions of rainfall infiltration on the slope are introduced. The numerical model is built according to the example, and then the ABAQUS finite element program, which is combined with fluid-solid coupling, is used to simulate the problem of transient seepage field caused by rainfall infiltration. With the powerful post processing functions ability of ABAQUS program, we can observe the variation law with the time of pore-pressure distribution and displacement field and equivalent plastic strain. Moreover, the effect on the stability of slope under rainfall infiltration is analyzed.
源文献作者Wang, LH ; Xu, G
会议录ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地DURNTEN-ZURICH
语种英语
WOS研究方向Engineering
WOS记录号WOS:000319084400025
源URL[http://119.78.100.198/handle/2S6PX9GI/4702]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位1.Wuhan Univ Sci & Technol, Coll Urban Construct ;
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomechan & Geotechn Engn
推荐引用方式
GB/T 7714
Zhou, Rong-fang,Lei, Xue-wen,Meng, Qing-shan,et al. Stability analysis of unsaturated soil slopes under rainfall infiltration[C]. 见:. China Three Gorges Univ, Yichang, PEOPLES R CHINA. OCT 20-21, 2012.

入库方式: OAI收割

来源:武汉岩土力学研究所

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