Dynamic pore water pressure analysis of sandy slope under strong earthquake

被引:0
|
作者
Institute of Crustal Dynamics, China Earthquake Administration, Beijing, China [1 ]
机构
来源
Electron. J. Geotech. Eng. | / 19卷 / 11209-11220期
关键词
Displacement - Dynamic pore pressure - Dynamic pore water pressure - Elastic-plastic finite element model - Horizontal displacements - Nonlinear deformations - Sandy slope - Shaking table tests;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
相关论文
共 50 条
  • [1] Dynamic Response Analysis of Soil Slope under Strong Earthquake
    Huang Shuai
    Yan Hong-ye
    Cai De-gou
    Song Bo
    ADVANCED CONSTRUCTION TECHNOLOGIES, 2014, 919-921 : 921 - +
  • [2] Dynamic coupling failure of sandy slope under earthquake and groundwater
    Huang, Shuai
    Lv, Yuejun
    Peng, Yanju
    Fang, Yi
    Cai, Degou
    Electronic Journal of Geotechnical Engineering, 2015, 20 (16): : 1 - 13
  • [3] Dynamic Response of Sandy Slope Under Coupling of Earthquake and Groundwater
    Huang S.
    Lv Y.
    Peng Y.
    Geotechnical and Geological Engineering, 2016, 34 (3) : 889 - 899
  • [4] Dynamic response analysis of disturbed rock slope under strong earthquake loading
    Zhang, Y. (yanzhang2009@gmail.com), 2013, China Coal Society (38):
  • [5] Seismic Dynamic Response of Sandy Slope under the Coupling of Earthquake and Groundwater
    Qi Fuqiang
    ELECTRONIC JOURNAL OF GEOTECHNICAL ENGINEERING, 2016, 21 (07): : 1733 - 1745
  • [6] Permanent displacement analysis of soil slope considering dynamic pore water pressure under severe earthquakes
    Huang, Shuai
    Lv, Yuejun
    Peng, Yanju
    Zhang, Lifang
    Sha, Haijun
    Xie, Zhuojuan
    Electronic Journal of Geotechnical Engineering, 2015, 20 (04): : 1529 - 1540
  • [7] Stability Analysis of Slope and Diversion Water Tunnel of Hydropower Station under Strong Earthquake
    Zhongchang Wang
    Bo Li
    Geotechnical and Geological Engineering, 2021, 39 : 2041 - 2049
  • [8] Stability Analysis of Slope and Diversion Water Tunnel of Hydropower Station under Strong Earthquake
    Wang, Zhongchang
    Li, Bo
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2021, 39 (03) : 2041 - 2049
  • [9] Correlation between the excess cavity gas pressure and the dynamic response of a slope cavity under strong earthquake conditions
    Wang, Xiaoqun
    Wang, Yupei
    Li, Yuanzheng
    Huang, Qiang
    Xiao, Lie
    Feng, Lin
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2025, 191
  • [10] Relationship between earthquake-induced excess pore water pressure and strong ground motion observed in a monitored fill slope
    Doi, Issei
    Kamai, Toshitaka
    ENGINEERING GEOLOGY, 2020, 266