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《Journal of Dalian University of Technology》 2002-06
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Simplified method and parametric analysis for pile-soil dynamic interaction under seismic loading

XIAOXiao\|chun1,CHIShi\|chun1,LINGao1,JohnALFANO2( 1. Dept. of Civil Eng., Dalian Univ. of Technol., Dalian 116024, China;2. Dept. of Civil and Environ. Eng., Cornell Univ., Ithaca, N.Y. 10543, USA )  
A simplified model for pile\|soil dynamic interaction under seismic loading is presented. The validity of the simplified model is calibrated by comparing the calculations with FEM results. Multiple factors and levels parametric sensitivity analysis of pile\|soil system are conducted. Among these factors, pile soil stiffness ratio, pile slenderness ratio and earthquake design level are taken into consideration. The calculation results indicate that the pile soil stiffness ratio is the most sensitive one among three factors.
【Fund】: 海岸与近海工程国家重点实验室资助项目(9907).
【CateGory Index】: TU470.3
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