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Finite element analysis of dynamic response of macadam subgrade under dynamic loading
Authors:YAN Shu-wang  CHENG Dong-dong  WANG Cui
Institution:Institute of Geotechnical Engineering, Tianjin University, Tianjin 300072, China
Abstract:The finite element analysis procedure PLAXIS was presented to predict the dynamic response of macadam subgrade under dynamic loading. The deformation and acceleration of the subgrade were calculated to obtain the dynamic characters. Compared with the traditional soil subgrade, the macadam subgrade has larger compressive strength and better deformation recoverability. The finite element analysis was performed to prove the feasibility to use crushed stones to construct subgrade on the area with little soil resource.
Keywords:macadam subgrade  soil subgrade  dynamic response  FEM  
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