Numerical analysis of rainfall in filtration in the slope with a fracture

被引：2
作者：
Ping Fan
Qingquan Liu
Jiachun Li
Jianping Sun
机构：
[1] Chinese Academy of Sciences,Division of Engineering Science, Institute of Mechanics
来源：
Science in China Series E Engineering & Materials Science | 2005年 / 48卷
关键词：
fracture slope; rainfall infiltration; numerical simulation;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
With the finite volume method, a 2D numerical model for seepage in unsaturated soil has been established to study the rainfall infiltration in the fractured slope. The result shows that more rain may infiltrate into the slope due to existing fracture and then the pore pressure rises correspondingly. Very probably, it is one of the crucial factors accounting for slope failure. Furthermore a preliminary study has been conducted to investigate the influence of various fracture and rainfall factors such as the depth, width and location of a crack, surface condition, rainfall intensity and duration. Pore pressure and water volumetric content during the transient seepage are carefully examined to reveal the intrinsic mechanism.
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页码：107 / 120
页数：13
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