• DocumentCode
    2442180
  • Title

    Study on Multi-field Coupled Model and Numerical Simulation During Excavation of Tunnel

  • Author

    WANG, Jinlong ; WANG, Weizhang

  • Author_Institution
    Weifang Univ., Weifang
  • fYear
    2008
  • fDate
    27-28 Dec. 2008
  • Firstpage
    334
  • Lastpage
    337
  • Abstract
    Based on the theory of continuum damage mechanics, the concept of plastic damage Evolution and permeability coupled is introduced to Mohr-Coulomb damage criterion, and an effective approach for fluid- solid coupling full analyses is provided. The developed model was applied to excavation-disturbed zone simulation of the mudstone shield tunnel. Considering the actual case of the construction in the deep Boom clay formation, a three-dimensional nonlinear finite element model for simulating shield tunneling is proposed. The distributions of stress and displacement around the tunnel associated with the shield tunneling operation are analyzed in detail. The results in this paper are useful for the shield tunnel construction and the field measurement.
  • Keywords
    clay; finite element analysis; fracture mechanics; rocks; sediments; tunnels; 3D nonlinear finite element model; Mohr-Coulomb damage criterion; continuum damage mechanics; deep boom clay formation; excavation-disturbed zone simulation; field measurement; fluid-solid coupling; mudstone shield tunnel; multifield coupled model; numerical simulation; plastic damage evolution; shield tunnel construction; shield tunneling operation; tunnel excavation; Analytical models; Capacitive sensors; Coupled mode analysis; Numerical models; Numerical simulation; Permeability; Plastics; Solid modeling; Stress; Tunneling;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Modelling, Simulation and Optimization, 2008. WMSO '08. International Workshop on
  • Conference_Location
    Hong Kong
  • Print_ISBN
    978-0-7695-3484-8
  • Type

    conf

  • DOI
    10.1109/WMSO.2008.107
  • Filename
    4757019