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

被引:0
|
作者
LIU Yuewu CHEN Huixin LIU Qingquan GONG Xin ZHANG Dawei LI Lianxiang Division of Engineering Science Institute of Mechanics Chinese Academy of Sciences Beijing [100080 ]
机构
关键词
D O I
暂无
中图分类号
学科分类号
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
页数:13
相关论文
共 50 条
  • [1] Experimental study on pore pressure in rock-soil slope during reservoir water level fluctuation
    Liu, YW
    Chen, HX
    Liu, QQ
    Gong, X
    Zhang, DW
    Li, LX
    [J]. SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES, 2005, 48 (Suppl 1): : 196 - 208
  • [2] Experimental study on pore pressure in rock-soil slope during reservoir water level fluctuation
    Yuewu Liu
    Huixin Chen
    Qingquan Liu
    Xin Gong
    Dawei Zhang
    Lianxiang Li
    [J]. Science in China Series E Engineering & Materials Science, 2005, 48 : 196 - 208
  • [4] Experimental study of laterite soil slope influenced by water level fluctuation
    Luo, Xiaoyan
    Yan, Bing
    Liu, Weiping
    Guo, Fangqin
    [J]. DESALINATION AND WATER TREATMENT, 2018, 125 : 265 - 270
  • [5] Study of temporal pore pressure induced by rainfall above ground water level in rock slope
    Zhang, YT
    Chen, P
    Dou, TS
    [J]. COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 3, 1997, : 1615 - 1620
  • [6] Experimental and numerical investigations of the seismic response of a rock-soil mixture deposit slope
    Sun, Zhiliang
    Kong, Lingwei
    Guo, Aiguo
    Xu, Guofang
    Bai, Wei
    [J]. ENVIRONMENTAL EARTH SCIENCES, 2019, 78 (24)
  • [7] Unsaturated seepage analysis of the influence of water level fluctuation on pore water pressure of landslide in reservoir area
    Liu Qun-yi
    Zhu Zi-qiang
    He Xian-qi
    Lu Guang-yin
    Tang Jun-feng
    [J]. ROCK AND SOIL MECHANICS, 2008, 29 : 85 - 89
  • [8] Experimental study on the deformation characteristics and strength parameters of rock-soil of landslide of levee's bank slope
    Ma, Rongyong
    Liang, Hui
    Dai, Siqi
    [J]. CIVIL ENGINEERING AND URBAN PLANNING III, 2014, : 177 - 182
  • [9] Experimental study on intensity character of rock-soil aggregate mixture
    Dong Yun
    [J]. ROCK AND SOIL MECHANICS, 2007, 28 (06) : 1269 - 1274
  • [10] Study on the Relationship between Factor of Safety and Angle of Dip of Bedding Rock Slope When Exposed to Reservoir Water Level Fluctuation
    Li, Yao
    Wang, Shuping
    Zhang, Zhenhua
    Li, Shaojun
    [J]. TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 : 3894 - +