Analysis of the displacement caused by shield-driven construction adjacent to the existing tunnel

被引：1
|
作者：
Zhu, Lei [1 ]
Huang, Hongwei [2 ]
Zhao, Jingyan [1 ]
机构：
[1] Shanghai Metro Maintenance Ctr, Shanghai 200070, Peoples R China
[2] Tongji Univ, Dept Geotechn Engn, Shanghai 200092, Peoples R China
来源：
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷
关键词：
soft soil; shield-driven construction; monitoring data; vertical interval; projection angel; synchronous grouting rate; maximum displacement;
D O I：
10.4028/www.scientific.net/AMM.204-208.1413
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Recently, more and more shield-driven construction projects have to cross over or under the existing metro line in soft soil in China. To evaluate the influence of such construction, three major factors were studied in this article based on monitoring data. They were the vertical interval between the two tunnels, the projection angel and the synchronous grouting rate. The linear regression formulas were also obtained to show the trends of displacement during the overcrossing and the undercrossing construction projects.
引用
收藏
页码：1413 / 1418
页数：6
相关论文
共 50 条
  • [21] Analysis of ground surface settlement induced by the construction of a large-diameter shield-driven tunnel in Shanghai, China
    Xie, Xiongyao
    Yang, Yubing
    Ji, Mei
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2016, 51 : 120 - 132
  • [22] Probabilistic analysis of shield-driven tunnel in multiple strata considering stratigraphic uncertainty
    Wang, Xiangrong
    Li, Zhao
    Wang, Hui
    Rong, Qiguo
    Liang, Robert Y.
    [J]. STRUCTURAL SAFETY, 2016, 62 : 88 - 100
  • [23] Discussion of key construction techniques for a shield-driven tunnel in a water-rich mixed ground
    [J]. Feng, H. (18638854067@163.com), 1600, China Railway Southwest Research Institute Co. Ltd., No.97 Gunan Street, West Hi-Tech Zone, Chengdu, 611731, China (51):
  • [24] STRAIN MEASUREMENTS IN PRECAST CONCRETE SEGMENTS OF A SHIELD-DRIVEN TUNNEL
    Schotte, Ken
    De Backer, Hans
    Van Bogaert, Philippe
    [J]. FIB SYMPOSIUM PRAGUE 2011: CONCRETE ENGINEERING FOR EXCELLENCE AND EFFICIENCY, VOLS 1 AND 2, 2011, : 587 - 590
  • [25] Failure Mechanism of Face for Slurry Shield-Driven Tunnel in Sand
    Liu, Handong
    Zhang, Yafeng
    Liu, Haining
    [J]. KSCE JOURNAL OF CIVIL ENGINEERING, 2020, 24 (10) : 3105 - 3118
  • [26] Control of existing tunnel deformation caused by shield adjacent undercrossing construction using interpretable machine learning and multiobjective optimization
    Chen, Hongyu
    Liu, Jun
    Shen, Geoffrey Qiping
    Feng, Zongbao
    [J]. Automation in Construction,
  • [27] Coupled fluid-mechanical analysis of DOT shield tunnel construction beneath adjacent existing underpass
    Chen Yu
    Zhang Qing-he
    Zhu Ji-wen
    Yao Hai-ming
    [J]. ROCK AND SOIL MECHANICS, 2010, 31 (06) : 1950 - +
  • [28] Coupled fluid-mechanical analysis of DOT shield tunnel construction beneath adjacent existing underpass
    Chen, Yu
    Zhang, Qing-He
    Zhu, Ji-Wen
    Yao, Hai-Ming
    [J]. Yantu Lixue/Rock and Soil Mechanics, 2010, 31 (06): : 1950 - 1955
  • [29] Tunnel construction adjacent to existing railway tunnel
    Fuji, S
    Kon, M
    Kaneko, S
    [J]. TUNNELS AND METROPOLISES, VOLS 1 AND 2, 1998, : 1133 - 1138
  • [30] Three-dimensional FEM simulation of shield-driven tunnel lining during construction stage
    Zhang Hai-bo
    Yin Zong-ze
    Zhu Jun-gao
    Li Cui-xia
    [J]. ROCK AND SOIL MECHANICS, 2005, 26 (06) : 990 - +
12345