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
Link To Document :
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