中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Numerical Analysis Unsaturated Seepage of Loess Slope

文献类型:期刊论文

作者Yu Y(宇岩); Wang J(王钧); Qiao C(乔成); Ou GQ(欧国强)
刊名Electronic Journal of Geotechnical Engineering
出版日期2014-10-12
卷号19期号:Bund. Z1页码:9729-9736
关键词COMSOL unsaturated numerical analysis loess slope
通讯作者欧国强
英文摘要According to the theory of unsaturated seepage, a 2-D geometric model of unsaturated loess slope, combined Richard equation and van Genuchten equation, considering water migration, seepage velocity and changes of negative pore water pressure, is established. And water migration, the change of seepage velocity and negative pore water pressure of the model were simulated and analyzed by applying COMSOL software. The results show that the negative pore water pressure decreases dramatically as unsaturated loess becoming saturated, the relationship between seepage velocity and seepage time and the relationship between negative pore water pressure and seepage time can all be expressed in parabolic form. Numerical analysis of the water migration and the change of negative pore water pressure and seepage velocity of unsaturated loess slope provide loess engineering problems with theoretical basis.
收录类别EI
语种英语
公开日期2015-03-10
源URL[http://ir.imde.ac.cn/handle/131551/7910]  
专题成都山地灾害与环境研究所_山地灾害与地表过程重点实验室
推荐引用方式
GB/T 7714
Yu Y,Wang J,Qiao C,et al. Numerical Analysis Unsaturated Seepage of Loess Slope[J]. Electronic Journal of Geotechnical Engineering,2014,19(Bund. Z1):9729-9736.
APA Yu Y,Wang J,Qiao C,&Ou GQ.(2014).Numerical Analysis Unsaturated Seepage of Loess Slope.Electronic Journal of Geotechnical Engineering,19(Bund. Z1),9729-9736.
MLA Yu Y,et al."Numerical Analysis Unsaturated Seepage of Loess Slope".Electronic Journal of Geotechnical Engineering 19.Bund. Z1(2014):9729-9736.

入库方式: OAI收割

来源:成都山地灾害与环境研究所

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