Prediction of shield tunnel displacement due to adjacent basement excavation considering continuous deformation of ground

被引：0
|
作者：
Ying, Hong-Wei [1 ,2 ,3 ]
Chneg, Kang [1 ,2 ,4 ]
Yu, Jian-Lin [1 ,2 ]
Xu, Ri-Qing [1 ,2 ]
Qiu, Zhi-Jian [5 ]
Zhan, Xiao-Bo [6 ]
Qin, Jian-She [5 ]
Lou, Chun-Hui [1 ,2 ]
机构：
[1] Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou,310058, China
[2] Engineering Research Center of Urban Underground Development of Zhejiang Province, Hangzhou,310058, China
[3] Institue of Geotechnical Engineering Science, Hohai University, Nanjing,210098, China
[4] China Railway 11th Bureau Group Co. Ltd, Wuhan,430061, China
[5] Hangzhou Metro Group Co. Ltd, Hangzhou,310020, China
[6] Zhongtian Construction Group Co. Ltd, Hangzhou,310008, China
来源：
Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science) | 2021年 / 55卷 / 02期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Excavation
引用
收藏
页码：318 / 329
相关论文
共 50 条
  • [1] Simplified method for evaluating shield tunnel deformation due to adjacent excavation
    Liang, Rongzhu
    Wu, Wenbing
    Yu, Feng
    Jiang, Guosheng
    Liu, Junwei
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2018, 71 : 94 - 105
  • [2] Basement excavation influences zones for deformation of the adjacent side tunnel
    Shengfeng Huang
    Zhibo Chen
    Tao Jiang
    Yongning Xie
    Zhiyuan Lin
    Yuchen Deng
    Arabian Journal of Geosciences, 2022, 15 (11)
  • [3] Prediction of Deformation of Adjacent Existing Running Tunnel due to beneath Shield Tunneling
    Luo, Jiayin
    Ding, Deyun
    Xiao, Xiaoqi
    Ren, Weiming
    ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 1701 - +
  • [4] The Study for Longitudinal Deformation of Adjacent Shield Tunnel Due to Foundation Pit Excavation with Consideration of the Retaining Structure Deformation
    Zhang, Xinhai
    Wei, Gang
    Jiang, Chengwu
    SYMMETRY-BASEL, 2020, 12 (12): : 1 - 24
  • [5] Study on the Effect of Foundation Pit Excavation on the Deformation of Adjacent Shield Tunnel
    Lu, Cirong
    Huang, Long
    ADVANCES IN CIVIL ENGINEERING, 2022, 2022
  • [6] Study on Calculation of Shield Tunnel Shearing Dislocation Platform Deformation due to Adjacent Foundation Pit Excavation
    Wei G.
    Yu G.
    Zhang J.
    Zhang Z.
    Wang L.
    Tiedao Xuebao/Journal of the China Railway Society, 2019, 41 (05): : 149 - 155
  • [7] Prediction of tunnel displacement induced by adjacent excavation in soft soil
    Zhang, Jun-Feng
    Chen, Jin-Jian
    Wang, Jian-Hua
    Zhu, Yan-Fei
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2013, 36 : 24 - 33
  • [8] A Simplified Calculation Method for Vertical Displacement of Shield Tunnel Caused by Adjacent Excavation
    Riqing Xu
    Shuo Shen
    Mei Dong
    Kang Cheng
    Geotechnical and Geological Engineering, 2021, 39 : 2269 - 2286
  • [9] A Simplified Calculation Method for Vertical Displacement of Shield Tunnel Caused by Adjacent Excavation
    Xu, Riqing
    Shen, Shuo
    Dong, Mei
    Cheng, Kang
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2021, 39 (03) : 2269 - 2286
  • [10] Transverse Force Analysis of Adjacent Shield Tunnel Caused by Foundation Pit Excavation Considering Deformation of Retaining Structures
    Zhang, Xinhai
    Wei, Gang
    Lin, Xinbei
    Xia, Chang
    Wei, Xinjiang
    SYMMETRY-BASEL, 2021, 13 (08):
12345