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《Heilongjiang Hydraulic Science and Technology》 2018-02
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Finite Element Analysis of Dynamic Response on Soil Slope Affected by Earthquake

LI Jing-chao;Heilongjiang Provincial Reclamation Water Conservancy Quality Monitoring Station;  
With constant increasing of national economy in China,the problems about slope safety and stability are very outstanding in the project construction of water conservancy,highway,bridge and tunnel. Taking current study situation of slope stability affected by earthquake as the theory basis,this paper selected representative slope and adopt finite difference method to establish FLAC3 D three-dimensional model to conduct FEM simulation test,to calculate and analyze the earthquake effect on soil slope stability and its failure mechanism,to research its dynamic response law,and the results obtained are significative and instructive in some extent to guide the design.
【CateGory Index】: TU435
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