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Shaking Table Test on Soil Slope Seismic Damage Failure Mechanism
Authors:Liu Zhenping  Liu Fuhai and Zhao Xianbo
Institution:College of Civil and Architecture Engineering,Heilongjiang Institute of Technology, Harbin 150050, P. R. China;Northeast Electric Power Design Institute, Changchun 130021, P. R. China;Heilongjiang Provincial Hydraulic Research Institute,Harbin 150080,P. R. China
Abstract:The digital image displacement measurement technology and finite element data smooth were applied in the soil slope shaking table test. The displacement field and strain field were obtained from the whole vibration process. And the seismic failure mode and failure mechanism were discussed as well. The results show the deformation of soil slope increases gradually; there is shear failure from slope middle to toe and tension-shear failure at the top of slope; there forms deep arc-shaped slip surface when the slope model fails. The generalized curvature of displacement time-hisrory curve is used to judge whether the slope seismic failure is feasible.
Keywords:soil slope  shaking table test  strain measurement  damage mechanism
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