Analysis of Groundwater Seepage in Ezpansive Soil Slope

摘要：

Water is the main reason for slope failure of expansive soil. In this paper, the saturated-unsaturated seepage model of the expansive soil was established. We simulated and calculated the slope seepage of a section of xiangshi highway under rainfall condition. The result was in accordance with the practical observation, which is of significance for realizing the systematic evaluation of slope failure and improving the reliability and security of the expansive soil slope.

关键词： ezpansive soils groundwater seepage simulation stability of slope

作者: LU Rong HE Xiaoming JI Youjun

作者单位: the Civil Engineering Department, Wuhan Polytechnic University, P.R.China, 430023 Institute of Oil and Gas Engineering China University of Petroleum(Beijing), China, 102249

会议类型: 国际会议

会议名称: 2009 International Forum on Porous Flow and Applications(第十届全国渗流力学学术会议)

会议地点: 武汉

会议语种:英文

页码: 803-807

在线出版日期: 2009-04-26（万方平台首次上网日期，不代表论文的发表时间）