Critical slip field of slope in process of reservoir water level fluctuations

被引:0
|
作者
Shen Yin-bin [1 ]
Zhu Da-yong [1 ]
Yao Hua-yan [1 ]
机构
[1] Hefei Univ Technol, Sch Civil Engn, Hefei 230009, Anhui, Peoples R China
关键词
slope stability; reservoir water level fluctuation; pore water pressure; critical slip field of slope; safety factor;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The process of reservoir water level fluctuation will cause the changes of the slope body in the pore water pressure distribution, which has influences on slope stability. By improving critical slip field of slope, the numerical simulation method of critical slip field of slope, considering the process of water level changes, is proposed. Thus, slope local safety factor and slope safety factor of the whole in the process of changes in water level course are calculated conveniently and rapidly. By means of stability analysis of a typical slope in the process of rise and fall in water level and comparing with other methods., the results show that the critical slip field method can search for any shape of the most dangerous slip surface; and the safety factor is reasonable.
引用
收藏
页码:179 / 183
页数:5
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