• 中文
  • English
Advanced Search
    • Home
    • About Journal
      1. Overview
      2. Society affiliation
      3. Publication History
    • Editorial Board
    • Journal Online
      1. Latest Accepted
      2. Current Issue
      3. Archive
      4. Top Viewed
      5. Top DownLoaded
      6. Top Cited
    • Publishing Ethics
    • Guide for Authors
      1. Submission Guidelines
      2. Review Process
      3. Open Access
    • Subscription
    • Contact Us
    • Home
    • About Journal
      1. Overview
      2. Society affiliation
      3. Publication History
    • Editorial Board
    • Journal Online
      1. Latest Accepted
      2. Current Issue
      3. Archive
      4. Top Viewed
      5. Top DownLoaded
      6. Top Cited
    • Publishing Ethics
    • Guide for Authors
      1. Submission Guidelines
      2. Review Process
      3. Open Access
    • Subscription
    • Contact Us
    • 中文
    Download: Full Size Img PowerPoint

    Layout of monitoring points for tunnel convergence

     
    2020, 42(9): 1632-1641.
    Observed deformation behavior of Gongbei Tunnel of Hong Kong-Zhuhai-Macao Bridge during construction .

    Figures of the Article

    • Plan and location of Gongbei Tunnel
    • Vertical section of strata of Gongbei Tunnel
    • Curved freezing-sealing pipe roof of Gongbei Tunnel
    • Floor plan of monitoring points for surface vertical displacement
    • Layout of monitoring points for displacement of “Fengyu” channel
    • Layout of monitoring points for crown displacement
    • Layout of monitoring points for tunnel convergence
    • Longitudinal deformation mode of crown
    • Displacement curves of crown near working shafts
    • Displacement curves of crown in the middle section
    • Displacement curves of crown in connection section
    • Horizontal convergence of tunnel near working shafts
    • Horizontal convergence deformations of section No.11
    • Displacement mode of tunnel near working shafts
    • Displacement curves of surface of section No. 2
    • Change of surface displacement of section No. 2
    • Displacement mode of tunnel in middle section
    • Displacement curves of surface of section No.12
    • Ground cracking in middle section
    • Displacement curves of surface of section No. 5
    • Displacement curves of surface of section No. 6
    • Surface settlements of “Fengyu” channel after thawing
    • Displacements of horizontal surface after thawing
    • Movement modes of concrete slab during thawing

    Tables of the Article

    • 位置断面号最大拱顶位移/mm最大地表位移/mm
      东侧洞口第02断面-7.3(下沉)-21.8(沉降)
      西侧洞口第23断面-8.8(下沉)-29.6(沉降)
      Displacements of crown and corresponding surface
    •  位置断面号最大拱顶位移/mm最大地表位移/mm
      风雨廊通道区域内第12断面11.0(上移)25.5(隆起)
      第14断面10.8(上移)28.0(隆起)
      风雨廊通道区域外第16断面5.5(上移)62.9(隆起)
      Displacements of crown and corresponding surface
    Website Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号:32010602011255
    Editorial Office address:34 Hujuguan,Nanjing 210024,ChinaPostal Code:210024Tel:025-85829534,85829556E-mail: ge@nhri.cn

    Supported by: Beijing Renhe Information Technology Co., Ltd.  Baidu Analytics

    Export File

    Citation

    Format

    Content

    Citation