Numerical Analysis Unsaturated Seepage of Loess Slope
文献类型:期刊论文
作者 | Yu Y(宇岩)![]() ![]() ![]() ![]() |
刊名 | Electronic Journal of Geotechnical Engineering
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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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