您当前的位置:
首页 >
文章列表页 >
Research on bearing capacity of tunnel surrounding rock based on discontinuous displacement field
更新时间:2026-06-25
    • Research on bearing capacity of tunnel surrounding rock based on discontinuous displacement field

    • Vol. 31, Issue 8, (2010)
    • CLC: TD322
    • Online First:30 August 2010,

      Published:2010

    移动端阅览

  • LI Wen-pei, WANG Ming-yang, FAN Peng-xian. Research on bearing capacity of tunnel surrounding rock based on discontinuous displacement field[J]. 2010, 31(8). 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

2838

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

Calculation method of relaxation pressure of shallow large span tunnel in up-soft/low-hard rock stratum
Characteristics of surrounding rock pressure of deep tunnel in segment of geological structure development
Study of working mechanism and bearing capacity behavior of bucket foundation for offshore wind turbine
Method for determining supporting load of deep tunnel on high-speed railway in gypsum breccia stratum
Model testing research on limit state of primary support in composite lining tunnels

Related Author

SONG Chao-ye
QIAO Chun-sheng
WANG Zhi-wei
HE Man-chao
LIU Cheng-yu
LIU Run
SUN Li-qiang
HUO Zhi-liang

Related Institution

China Railway Tunnel Survey & Design Institute Co., Ltd.
School of Civil Engineering, Beijing Jiaotong University
School of Mechanics and Civil Engineering, China University of Mining & Technology
College of Environment and Resources, Fuzhou University
State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University
0