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《Engineering Mechanics》 2013-S1
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MA Zong-yuan,XU Qing-qing,DANG Fa-ning(School of Civil Engineering and Architecture,Xi’an University of Technology,Xi’an,Shaanxi 710048,China)  
The particle flow distinct element method is used to analyze the effect of the dynamic compaction for a gravel soil foundation.The dynamic hysteretic damping,the contact stiffness of the particles and the sharp of the hammer for compaction are considered in the simulation of dynamic compaction.Based on the variation of the porosity of a gravel soil foundation,the feasibility of numerical simulation for the dynamic compaction process of a gravel soil foundation is discussed.
【Fund】: 水利部公益性行业科研专项基金项目(201201053-03);; 中央财政支持地方高校发展专项资金特色重点学科项目(106-5X1205)
【CateGory Index】: TU472.31
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