Experimental study on pore pressure in rock-soil slope during reservoir water level fluctuation

被引:3
作者
Liu, YW [1 ]
Chen, HX [1 ]
Liu, QQ [1 ]
Gong, X [1 ]
Zhang, DW [1 ]
Li, LX [1 ]
机构
[1] Chinese Acad Sci, Div Engn Sci, Inst Mech, Beijing 100080, Peoples R China
来源
SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES | 2005年 / 48卷 / Suppl 1期
关键词
landslide; pore pressure; reservoir water level; rock-soil;
D O I
10.1360/04zze15
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A test system was developed for measuring the pore pressure in porous media, and a new model was devised for the pore pressure testing in both saturated and unsaturated rock-soil. Laboratory experiments were carried out to determine the pore pressure during water level fluctuation. The variations of transient pore pressure vs. time at different locations of the simulated rock-soil system were acquired and processed, and meanwhile the deformation and failure of the model are observed. The experiment results show that whether the porous media are saturated or not, the transient pore pressure is mainly dependent on the water level fluctuation, and coupled with the variation of the stress field.
引用
收藏
页码:196 / 208
页数:13
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