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《Chinese Journal of Geotechnical Engineering》 2008-07
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Lateral response of passive pile groups due to excavation-induced soil movement in stratified soils

HUANG Mao-song,ZHANG Chen-rong,LI Zao(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China)  
Lateral soil movement induced by excavation or tunneling might adversely affect any nearby pile foundation systems.In this paper,a simple analysis solution was outlined for computing the lateral response of passive pile groups subjected to urban underground excavation.Based on a two-stage method,nonlinear analysis with a Winkler model was adopted to study the effect of pile-soil interaction,combined with finite difference method in the case of multi-layered soils.A specified free-field soil movement profile was used as an input.Then,the governing equation of group piles was obtained considering the shielding effect in pile groups by the simplified Mindlin’s equation.Comparisons were made among the behaviors obtained from boundary-element analysis,in-situ observations,centrifuge model tests and those computed by the proposed finite difference method.Generally,a satisfactory prediction of the lateral response of passive pile groups could be given by the proposed method.
【Fund】: 教育部高等学校博士点基金资助项目(20070247066)
【CateGory Index】: TU473.1
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