• DocumentCode
    3223189
  • Title

    Study on reasonable chamber pressure of shield tunneling in undercrossing existing subway construction

  • Author

    Hong-ju, Xiao ; Yu-yong, Sun

  • Author_Institution
    Coll. of Civil Eng., Tongling Sch., Tongling, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    6231
  • Lastpage
    6235
  • Abstract
    Considering the protection of existing tunnel and significant changes of the earth pressure below, it is very difficult to select reasonable chamber pressure in undercrossing existing subway construction. Under the different buried depth of existing tunnel, characteristics of earth pressure distribution below are studied with the numerical simulation. It is shown that the lateral range and depth of affected earth pressure are 1.5 times outer tunnel radius. The affected partition can be divided into three areas along lateral, including gradually reducing area before traversing, keeping minimum traversing and gradually resuming area after traversing. According to the working principle of EPB shield machine, method that setups chamber pressure partition is provided. Based on a typical undercrossing tunnel construction project in Shanghai, the measured chamber pressure proved to be at good coincidence with the recommended values.
  • Keywords
    construction industry; geotechnical engineering; numerical analysis; pressure; project management; road building; tunnels; EPB shield machine; chamber pressure; construction project; earth pressure distribution; numerical simulation; shield tunneling; subway construction; Earth; Educational institutions; Finite element methods; Rail transportation; Rocks; Soil; Tunneling; chamber pressure; shield-driven tunnel; soft ground; undercrossing;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5774609
  • Filename
    5774609