• DocumentCode
    3170954
  • Title

    Supporting and controlling rock deformation mechanism of pipe roof in Dawangding shallow tunnel

  • Author

    Tao, Liu ; Bin, Hu ; Jian, Shi ; Xiaoqing, Li

  • Author_Institution
    Inst. of Civil Eng. & Mech., Huazhong Univ. of Sci. & Technol., Wuhan, China
  • fYear
    2011
  • fDate
    16-18 April 2011
  • Firstpage
    3641
  • Lastpage
    3644
  • Abstract
    Pipe roof advance support technology in the shallow tunnels construction has been used widely in preventing tunnel collapse, controlling surrounding rock deformation. Currently, the computational theory about pipe roof supporting effect is still not perfect; design procedures also did not make clear regulation. Based on Dawangding tunnel engineering, citing elastic foundation model, the stress characteristics in different construction stages of pipe roofs and surrounding rock were analyzed, and the effect which pipe roofs limit rock deformation was researched by using numerical simulation, through displacement and stress curves, research shows that pipe roof supporting function mainly reflects in controlling rock initial deformation, adjusting stress distribution of surrounding rock, uniforming vaults settlement The both sides of the arch feet deformation in tunnel construction should be closely monitored to prevent local damage.
  • Keywords
    construction; elastic deformation; geotechnical engineering; numerical analysis; pipes; rocks; roofs; tunnels; Dawangding shallow tunnel; Dawangding tunnel engineering; construction stages; design procedures; elastic foundation model; numerical simulation; pipe roof; stress characteristics; stress distribution; surrounding rock deformation; tunnel collapse; vaults; Building materials; Monitoring; Rocks; Soil; Strain; Stress; Tunneling; Elastic Foundation Model; Pipe Roof; Shallow Tunnels; Supporting Effect; Surrounding Rock Deformation;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
  • Conference_Location
    XianNing
  • Print_ISBN
    978-1-61284-458-9
  • Type

    conf

  • DOI
    10.1109/CECNET.2011.5769398
  • Filename
    5769398