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《Journal of Earthquake Engineering and Engineering Vibration》 2007-03
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Nonlinear dynamic analysis of interaction between water gate and foundation

WU Yi,FANG Yingguang (Dept.of Civil Engineering,The South China University of Technology,Guangzhou 510640,China)  
The analysis model was built as a whole for foundation and water gate with large-scale FEM commercial software and the rational calculation range of the simply cut-off artifical boundary and the effect of plastic nonlinear feature of soil on the dynamic interaction analysis results were discussed.The general mean analysis model and the model built with pile and soil independently in deep mixing pile compound foundation were compared.The analysis shows that the rational calculation ranges are different in different analysis models.The filter function of soil and its nonlinear plastic feature have great effect on the analysis results.The deep mixing pile and the soil should be built respectively in the analysis model in deep mixing pile compound foundation.The analysis results have certain instructive significance to engineering practice.
【Fund】: 广东省自然科学基金项目(010054)
【CateGory Index】: TV312
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