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《Chinese Journal of Underground Space and Engineering》 2009-03
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Elastic-Visco Displacement Back Analysis in Tunnel Engineering Considering Temporal-Spatial Effects

YANG You-hai 1,WANG Chang-hong 2 (1.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China; 2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 3.Technology Center,Shanghai Construction Group,Shanghai 200083,China)  
Usually,the loading-deformation character of material is connected with temporal variation,which is called as visco effects and the dispalcement is always kept in visco-elastic state.Combined with the measurement data from Wushaoling tunnel traversing the F7 fault,and taking the surround rock as isotropic body,the initial ground stress is postulated to be in well-proportioned distribution,the tri-element model was utilized.Moreover,according to the result of engineering practice and three dimensional FEM analysis,the displacement release coefficient was introduced to consider the time-spatial effects of surround rock's deforming characters.The optimum back analysis of elastic-visco finite element method proceeded.The results,include horizontal coefficient of lateral earth pressure,the elastic modulus and the coefficient of viscosity which provides the reliable basis for support designing and construction organizing in tunnel engineering with extrusion dislocation.
【CateGory Index】: U451
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