您当前的位置：
首页 >
文章列表页 >
Study of mechanical performance of metro station constructed by enlarging large diameter shield tunnel
更新时间：2026-06-25

    • Study of mechanical performance of metro station constructed by enlarging large diameter shield tunnel

    • Vol. 31, Issue S2, (2010)
    • CLC： U231.4

    • Online First：12 January 2011，

      Published：2010

    移动端阅览

  • DING De-yun, LU Wei-dong, YANG Xiu-ren, et al. Study of mechanical performance of metro station constructed by enlarging large diameter shield tunnel[J]. 2010, 31(S2). 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

3678

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

Displacement superposition method of numerical analysis for determining influence of complex metro station construction on deformation of adjacent buildings
Investigation on deformation behaviors of foundation pit adjacent to existing metro stations
Analysis of control standard for ground surface settlement in excavating metro station by shield tunnel combined with pile-beam-arch method
Influence of metro station construction by drift-pile-beam-arch method on soil and rigid-joint pipeline
Security analysis of running metro station structure adjacent to foundation excavation

Related Author

CHEN Cheng
YAN Qin
LIU Lin-jun
DING Wang-tao
XU Bang-shu
TAN Yong
WEI Shi-feng
ZHOU Xiao-hua

Related Institution

Anhui Institute of Building Research & Design
Research Center of Geotechnical and Structural Engineering，Shandong University
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
Department of Geotechnical Engineering, Tongji University
China Railway Siyuan Survey and Design Group CO., Ltd.
0