• DocumentCode
    3254016
  • Title

    Research of consolidation settlement caused by shield tunnel construction

  • Author

    Gang, Wei ; Xin-jiang, Wei

  • Author_Institution
    Dept. of Civil Eng., Zhejiang Univ. City Coll., Hangzhou, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    5313
  • Lastpage
    5316
  • Abstract
    The ground settlement caused by shield tunnel construction increased gradually over time. The long-term settlement caused by shield tunnel construction was divided into three stages. The stage 2 between the end of shield tunnel construction and the beginning of subway operation was emphatically analyzed. The research methods in stage 2 were summarized as follows: the predict method based on measured data, analytical solutions and finite element method, and the research progress and relative merits for each method were discussed, and the further research was also proposed. Finally, the distribution and calculation method of the soil excess pore water pressure were discussed, and the method to determine the scope of soil excess pore water pressure was put forward.
  • Keywords
    construction; geotechnical engineering; structural engineering; tunnels; consolidation settlement; finite element method; shield tunnel construction; soil excess pore water pressure; subway; Analytical models; Civil engineering; Earth; Rocks; Soil; Sun; Tunneling; consolidation; excess pore water pressure; settlement; shield tunnel;
  • 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.2011.5776095
  • Filename
    5776095