• DocumentCode
    1996154
  • Title

    Stress and strain analysis of double arch tunnel construction process

  • Author

    Yu, Qingyang

  • Author_Institution
    Constr. Eng. Coll., Jilin Univ., Changchun, China
  • fYear
    2011
  • fDate
    16-18 Sept. 2011
  • Firstpage
    5459
  • Lastpage
    5462
  • Abstract
    Double arch tunnel is widely applied with the increase of road construction. The stability analysis of rock and support structure is key factor for design and construction. A 3D FEM model is setup according to geometry and mechanics parameters of a real double arch tunnel. The construction process based on middle guiding tunnel is simulated. The stress and strain of rock and support are gotten with the process of construction. The change rule of vertical stress is presented.
  • Keywords
    design engineering; finite element analysis; geotechnical engineering; mechanical stability; rocks; stress-strain relations; structural engineering; tunnels; 3D FEM model; construction process; design; double arch tunnels; rock stability analysis; stress-strain analysis; Educational institutions; Finite element methods; Rocks; Solid modeling; Strain; Stress; Three dimensional displays; 3D simulation; construction process; double arch tunnel; stress and strain analysis;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electrical and Control Engineering (ICECE), 2011 International Conference on
  • Conference_Location
    Yichang
  • Print_ISBN
    978-1-4244-8162-0
  • Type

    conf

  • DOI
    10.1109/ICECENG.2011.6058119
  • Filename
    6058119
    • Link To Document
    https://search.isc.ac/dl/search/defaultta.aspx?DTC=49&DC=1996154