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《China Journal of Highway and Transport》 2003-01
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Nonlinear FEM analysis for single and double lining tunnels

ZHAO De an 1, LEI Xiao yan 2, SWOBODA G 3 (1 Department of Civil Engineering, Lanzhou Railway University, Lanzhou 730070, China; 2 School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China; 3 University of Innsbruck, A 6020 Innsbruck, Austria)  
Authors focus on a comparison of the advantages and disadvantages of a single and a double lining structure, which are both based on the same engineering background. The Mohr Coulomb plastic criterion is used to justify the plasticity of soil, and an effective and efficient contact interface element is employed to simulate the friction and contact case between soil and shotcrete or between inner and outer lining in the case of a double lining system.Some important results, such as the decoupling cases of the lining systems and the relevant distribution of the plastic zone as well as the lining forces, are obtained.
【CateGory Index】: U451.4
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