Study on the abutment stability of high arch dams by failure test on a three-dimensional geomechanical model

被引:0
|
作者
Yang, Gengxin [1 ]
Lv, Wenlong [1 ]
Zhang, Lin [1 ]
Chen, Yuan [1 ]
Tang, Yue [1 ]
机构
[1] State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resources and Hydropower, Sichuan University, Chengdu 610065, China
关键词
D O I
暂无
中图分类号
学科分类号
摘要
8
引用
收藏
页码:82 / 86
相关论文
共 50 条
  • [31] Three-dimensional nonlinear analysis of orifice of high arch dam
    Che, Yi
    Song, Yu-Pu
    Dalian Ligong Daxue Xuebao/Journal of Dalian University of Technology, 2003, 43 (02): : 218 - 222
  • [32] Stability of earth-rockfill dams: Influence of geometry on the three-dimensional effect
    Yu, YZ
    Xie, LQ
    Zhang, BY
    COMPUTERS AND GEOTECHNICS, 2005, 32 (05) : 326 - 339
  • [33] Trend stability identification by three-dimensional model
    Yavuz Selim Güçlü
    Modeling Earth Systems and Environment, 2022, 8 : 4333 - 4340
  • [34] Trend stability identification by three-dimensional model
    Guclu, Yavuz Selim
    MODELING EARTH SYSTEMS AND ENVIRONMENT, 2022, 8 (03) : 4333 - 4340
  • [35] True Three-Dimensional Geomechanical Model Tests for Stability Analysis of Surrounding Rock During the Excavation of a Deep Underground Laboratory
    Qiangyong Zhang
    Chuancheng Liu
    Kang Duan
    Zhenjie Zhang
    Wen Xiang
    Rock Mechanics and Rock Engineering, 2020, 53 : 517 - 537
  • [36] Three-dimensional nonlinear vibration model and fatigue failure mechanism of deepwater test pipe
    Xiaoqiang Guo
    Yuxin Nie
    Jun Liu
    Yufa He
    Liangjie Mao
    Guorong Wang
    Liming Dai
    Nonlinear Dynamics, 2022, 108 : 1101 - 1132
  • [37] Three-dimensional nonlinear vibration model and fatigue failure mechanism of deepwater test pipe
    Guo, Xiaoqiang
    Nie, Yuxin
    Liu, Jun
    He, Yufa
    Mao, Liangjie
    Wang, Guorong
    Dai, Liming
    NONLINEAR DYNAMICS, 2022, 108 (02) : 1101 - 1132
  • [38] True Three-Dimensional Geomechanical Model Tests for Stability Analysis of Surrounding Rock During the Excavation of a Deep Underground Laboratory
    Zhang, Qiangyong
    Liu, Chuancheng
    Duan, Kang
    Zhang, Zhenjie
    Xiang, Wen
    ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (02) : 517 - 537
  • [39] Three-dimensional aseismic stability analysis of high rock-fill dams using strength reduction technique
    School of Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China
    不详
    Shuili Fadian Xuebao, 2012, 4 (175-180+215):
  • [40] Research on geomechanical model test of Dagangshan high arch dam based on block masonry technique
    Zhang, Long
    Liu, Yao-Ru
    Yang, Qiang
    Yang, Ruo-Qiong
    Gongcheng Lixue/Engineering Mechanics, 2014, 31 (08): : 53 - 62