Support structure internal force monitoring and analysis for undercut metro tunnel in crossing the existing line

被引：0
|
作者：
Zhang, Ming-Ju [1 ]
Niu, Da-Wei [1 ]
机构：
[1] The Key Laboratory of Urban Security and Disaster Engineering Ministry of Education, Beijing University of Technology, Beijing 100124, China
来源：
Beijing Gongye Daxue Xuebao/Journal of Beijing University of Technology | 2010年 / 36卷 / 12期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：1624 / 1630
相关论文
共 50 条
  • [31] Field measurement and analysis of effect of excavation on existing tunnel boxes of underlying metro tunnel in operating
    Zheng, Gang
    Liu, Qing-Chen
    Deng, Xu
    Zhang, Li-Ming
    Yantu Lixue/Rock and Soil Mechanics, 2012, 33 (04): : 1109 - 1116
  • [32] Stability Analysis of TBM Tunnel Undercrossing Existing High-Speed Railway Tunnel: A Case Study from Yangtaishan Tunnel of Shenzhen Metro Line 6
    Zhao, Mingji
    Cheng, Yun
    Song, Zhanping
    Wang, Tong
    Zhang, Yuwei
    Gong, Yitong
    Song, Yuncai
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [33] Deformation response analysis on existing tunnel caused by shield tunneling underlying considering axial internal force
    Feng, Guohui
    Xu, Changjie
    Tey, Mingwang
    Li, Xinyu
    Chi, Minliang
    Hou, Shilei
    Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2022, 52 (03): : 523 - 529
  • [34] Analysis of soil deformation induced by the floating of a river-crossing metro tunnel
    Fuzhou Architectural Design Institute, Fuzhou , China
    不详
    Mod. Tunn. Technol., 4 (73-80):
  • [35] Large-diameter shield tunnel crossing closely to existing metro tunnels and a residential building: A case study
    Su, Z.
    Zhou, C.
    Xie, J.
    Huang, X.
    GEOSHANGHAI INTERNATIONAL CONFERENCE 2024, VOL 8, 2024, 1337
  • [36] Study and analysis of internal force induced by shield tunnel construction of adjacent structure
    Ding, Zhi
    Wei, Xin-Jiang
    Wei, Gang
    Li, Xiao-Zhen
    Yantu Lixue/Rock and Soil Mechanics, 2011, 32 (SUPPL. 1): : 749 - 754
  • [37] Calculation method of longitudinal deformation of metro shield tunnel overpassing existing line at short distance
    Liu Wei-zheng
    Dai Xiao-ya
    Sun Kang
    Ai Guo-ping
    Lei Tao
    ROCK AND SOIL MECHANICS, 2022, 43 (03) : 831 - 842
  • [38] Numerical analysis of effect of excavation on underlying existing metro tunnel and deformation control
    Zheng Gang
    Liu Qing-chen
    Deng Xu
    ROCK AND SOIL MECHANICS, 2013, 34 (05) : 1459 - 1468
  • [39] Research on influence and monitoring of shield tunnel obliquely crossing beneath existing subway station
    Beijing Municipal Engineering Research Institute, Beijing 100037, China
    不详
    Yanshilixue Yu Gongcheng Xuebao, 2009, SUPPL. 1 (3186-3192):
  • [40] Monitoring and analysis of force and deformation of large section crossing-river tunnel during operation period
    Wu, S.-M. (Wushiming@insigma.com.cn), 2013, Zhejiang University (47):
12345