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
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