Site Test and Numerical Analysis of Dynamic Consolidation Method for High Earth Fill
WU You-ren · Journal of Chongqing Jiaotong University · 2007
A site test of dynamic consolidation for high earth fill of Chongqing Jiangbei Jialing River flood embankment engineering was introduced,and the process of dynamic consolidation was simulated by FEM.The numerical analysis results are basically consistent with those of site tests.It could be seen that a biggish settlement deformation was produced in soil by dynamic consolidation,and the consistency and bearing capacity of soil advanced to a great extent.At the same time,it indicates that numerical analysis for dynamic consolidation by FEM is feasible,and it could preferably simulate the elasto-plastic dynamic response of high earth fill rammed by impact load.