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《Hydrogeology and Engineering Geology》 2002-03
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On the interaction between adjacent pile and soil subjected to surcharge loads

YANG Min, ZHU Bi tang (Geotechnical Department of Tongji University, Shanghai 200092, China)  
In order to analyses the pile soil interaction adjacent to superficial surcharge, the paper proposes the modified elastic foundation beam model, derives its stiff matrix of finite beam method and encodes the program EFBMPP. Then, some factors that affect the pile displacement and moment have been discussed.
【Fund】: 上海宝山钢铁公司“超载地基条件下工业厂房结构 可靠性监控的研究”项目资助
【CateGory Index】: TU470
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7 LIANG Fa-yun~(1,2),LI Jing-pei~(1,2) (1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai 200092,China);An Approximate Analysis Method for Interactions of Cushion-Pile-Soil beneath Rigid Cap[J];Chinese Journal of Underground Space and Engineering;2006-03
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