您当前的位置：
首页 >
文章列表页 >
Analysis of anti-sliding stability in deep foundation of Xiangjiaba gravity dam based on interface element method
更新时间：2026-06-25

    • Analysis of anti-sliding stability in deep foundation of Xiangjiaba gravity dam based on interface element method

    • Vol. 30, Issue 9, (2009)
    • CLC： TV223.3+1

    • Online First：24 March 2010，

      Published：2009

    移动端阅览

  • WANG Yi-feng, ZHANG Qing. Analysis of anti-sliding stability in deep foundation of Xiangjiaba gravity dam based on interface element method[J]. 2009, 30(9). DOI：

  •  
  •  
icon
试读结束，您可以激活您的VIP账号继续阅读。
去激活 >
icon
试读结束，您可以通过登录账户，到个人中心，购买VIP会员阅读全文。
已是VIP会员？
去登录 >

0

Views

2814

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Seismic stability evaluation for bank sections of gravity dams in gorge area
Deep anti-sliding stability analysis of gravity dam based on Cosserat continuum theory
Coupled analysis of stress-seepage interaction for gravity dam by element-free method
Study on stability against deep sliding of gravity dam
Study of true safety degree of failure along foundation surface of gravity dam

Related Author

YU Mao
ZHANG She-rong
WANG Chao
ZHOU Chuang-bing
ZHOU Wei
CHANG Xiao-lin
MA Gang
XU Li-qun

Related Institution

State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University
Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering, Ministry of Education, Wuhan University
State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University
Changjing Institute of Survey, Planning, Design and Research
Changjiang Institute of Survey, Planning, Design and Research
0