您当前的位置：
首页 >
文章列表页 >
Spatial calculation model for portal double row anti-slide piles
更新时间：2026-06-25

    • Spatial calculation model for portal double row anti-slide piles

    • Vol. 30, Issue 4, (2009)
    • CLC： TU473

    • Online First：30 January 2011，

      Published：2009

    移动端阅览

  • QIAN Tong-hui, TANG Hui-ming. Spatial calculation model for portal double row anti-slide piles[J]. 2009, 30(4). 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

2374

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

The computing model of adopting contact element to simulate the pile-soil’ s reciprocity
FEM analysis on deformation of frame structure of overhead crossing and its compound foundation
GJP-1 Three-dimensional Computer Program for Linear Geotechnical Problems
FINITE ELEMENT ANALYSIS FOR RHEOLOGICAL PROBLEMS IN ROCK ENGINEERING
Numerical simulation on safety risk assessment of coal mining with CO2 geological storage

Related Author

TANG Li-yun
Jian Hao
QI Liang-feng
Li Sihai
Yang Jialing
Wang Kejun
Yuan Jianxin
Feng Ding-xiang

Related Institution

Headquarters of Municipal Construction
FINITE ELEMENT ANALYSIS FOR RHEOLOGICAL PROBLEMS IN ROCK ENGINEERING
University of Chinese Academy of Sciences
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Huaneng Coal Technology Research Co., Ltd.
0