Volume 36 Issue 1
Feb.  2022
Turn off MathJax
Article Contents
Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2022  >  36(1): 16-21
Hu Jing, He Zhijian, Wang Yiyang, Luo Xuedong. Interaction Analysis of New Shield Tunnel Passing Through Existing Tunnel in Short Distance[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(1): 16-21. doi: 10.3969/j.issn.1007-2993.2022.01.003
Citation: Hu Jing, He Zhijian, Wang Yiyang, Luo Xuedong. Interaction Analysis of New Shield Tunnel Passing Through Existing Tunnel in Short Distance[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(1): 16-21. doi: 10.3969/j.issn.1007-2993.2022.01.003
shu

Interaction Analysis of New Shield Tunnel Passing Through Existing Tunnel in Short Distance

doi: 10.3969/j.issn.1007-2993.2022.01.003
  • 1.

    Wuhan Metro Group Co., Ltd., Wuhan 430000, Hubei, China

  • 2.

    Faculty Of Engineering, China University of Geosciences, Wuhan 430074, Hubei, China

  • Received Date: 2020-12-21
  • Publish Date: 2022-02-16
    Abstract
  • To study the interaction of the newly-built shield tunnel passing through the existing tunnel in a short distance, Wuhan Rail Transit Line 5 shield construction parallel to the existing line 2 was analyzed. The numerical model of shield tunnel and existing tunnel was established by FLAC3D. The influence law of the new shield tunnel construction on the existing tunnel deformation was studied, and the vault deformation characteristics of the new shield tunnel under the action of train dynamic load was analyzed and verified with the field monitoring data. The results show that: the closer to the tunnel face, the greater the deformation rate of the existing tunnel vault; the farther to the tunnel face, the deformation rate is relatively gentle. The horizontal deformation of both sides of the existing tunnel tends to protrude inward, and the deformation of one side close to the shield tunnel is far greater than that of the opposite side, but both of them are within the warning value range. The results show that the horizontal deformation of the existing tunnel near the shield tunnel increases, and decreases slightly after the completion of the subsequent grouting, and then maintains stable; the deformation of the new shield tunnel vault changes little under the action of the existing subway train dynamic load.

     

    • FullText(HTML)
  • loading
    • References(15)
  • [1]
    卢岱岳,王士民,何 川,等. 新建盾构隧道近接施工对既有隧道纵向变形影响研究[J]. 铁道学报,2016,38(10):108-116. doi: 10.3969/j.issn.1001-8360.2016.10.015
    [2]
    刘树佳,张孟喜,吴惠明,等. 新建盾构隧道上穿对既有隧道的变形影响分析[J]. 岩土力学,2013,34(S1):399-405.
    [3]
    梁荣柱,夏唐代,胡军华,等. 新建隧道近距离上穿对既有地铁隧道纵向变形影响分析[J]. 岩土力学,2016,37(S1):391-399.
    [4]
    张海彦,何 平,秦东平,等. 新建盾构隧道垂直下穿对既有隧道的影响[J]. 中国铁道科学,2013,34(2):66-70. doi: 10.3969/j.issn.1001-4632.2013.02.12
    [5]
    武永珍,王亚会,陆 瑶. 新建隧道上跨施工对既有隧道的影响及加固措施研究[J]. 施工技术,2017,46(S2):18-25.
    [6]
    高利宏. 新建地铁穿越既有地铁引起结构变形预测[J]. 市政技术,2020,38(4):146-148,152. doi: 10.3969/j.issn.1009-7767.2020.04.040
    [7]
    许有俊,陶连金,文中坤,等. 新建地铁隧道上穿既有隧道引起的结构隆起变形[J]. 中国铁道科学,2014,35(6):48-54. doi: 10.3969/j.issn.1001-4632.2014.06.08
    [8]
    刘庆丰,吴 剑,刘 凯. 盾构并行穿越施工对既有隧道影响分析与关键技术[J]. 科学技术与工程,2020,20(12):4939-4947. doi: 10.3969/j.issn.1671-1815.2020.12.048
    [9]
    AVGERINOS V,POTTS D M,STANDING J R. Numerical investigation of the effects of tunnelling on existing tunnels[J]. Géotechnique,2017,67(9):1-15.
    [10]
    HAN Y H,YE W H,WEI Q F. Research on the influence of new shield tunnel to adjacent existing tunnel[J]. Applied Mechanics & Materials,2013,295-298:2985-2989.
    [11]
    WANG H N,GAO X,WU L,JIANG M J. Analytical study on interaction between existing and new tunnels parallel excavated in semi-infinite viscoelastic ground[J]. Computers and Geotechnics,2020,120:103385. doi: 10.1016/j.compgeo.2019.103385
    [12]
    XUE F,ZHANG M. Stability of excavation face on shield tunnel undercrossing existing tunnel[J]. Geotechnical Research,2020,7(2):1-8.
    [13]
    LIN X T,CHEN R P,WU H N,et al. Deformation behaviors of existing tunnels caused by shield tunneling undercrossing with oblique angle[J]. Tunnelling & Underground Space Technology,2019,89(7):78-90.
    [14]
    梁 波,罗 红,孙常新. 高速铁路振动荷载的模拟研究[J]. 铁道学报,2006,(4):89-94. doi: 10.3321/j.issn:1001-8360.2006.04.018
    [15]
    梁 波,蔡 英. 不平顺条件下高速铁路路基的动力分析[J]. 铁道学报,1999,(2):3-5.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(12)  / Tables(3)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (199) PDF downloads(57) Cited by()
    Proportional views
    Related

    Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

    Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return