您当前的位置：
首页 >
文章列表页 >
Elastoplastic calculation of adjoining rock and lining for undersea tunnel considering effect of intermediate principal stress
更新时间：2026-06-25

    • Elastoplastic calculation of adjoining rock and lining for undersea tunnel considering effect of intermediate principal stress

    • Vol. 31, Issue 10, (2010)
    • CLC： U451

    • Online First：14 October 2010，

      Published：2010

    移动端阅览

  • CAI Xiao-hong, KANG Huai-peng, CAI Yong-ping, et al. Elastoplastic calculation of adjoining rock and lining for undersea tunnel considering effect of intermediate principal stress[J]. 2010, 31(10). 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

2725

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

Field shear test and analysis of rocks of the western route project for South-to-North water transfer
Numerical simulation of influence of new tunnel on short distance overlapped old tunnel during shield tunneling
Stability of surrounding rock-supports structure of deep buried tunnel
Reinforcement of bolt in joints
Numerical simulation for a foundation reinforcement procedure using dynamic consolidation technique

Related Author

XING Hao-feng
LIU Zhen-hong
LI Qing-bo
XU Chao
ZHANG Hai-bo
YIN Zong-ze
ZHU Jun-gao
JIN Xiao-guang

Related Institution

Department of Geotechnical Engineering, Tongji University
Yellow River Engineering Consulting Co., Ltd.
Research Institute of Geotechnical Engineering, Hohai University
College of Civil Engineering, Chongqing University
Lab. for the Exploitation of Southwestern Resources & the Environmental Disaster Control Engineering, Ministry of Education, Chonqing University, Chongqing
0