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dc.contributor.authorGuo, Wei Dongen_US
dc.contributor.authorLee, F.en_US
dc.contributor.editorC.S. Desai, I. M. Smith, and W. Wittkeen_US
dc.date.accessioned2017-04-24T11:31:56Z
dc.date.available2017-04-24T11:31:56Z
dc.date.issued2001en_US
dc.date.modified2009-11-05T06:06:17Z
dc.identifier.issn03639061en_US
dc.identifier.doi10.1002/nag.169en_AU
dc.identifier.urihttp://hdl.handle.net/10072/16693
dc.description.abstractA two-parameter model has been proposed previously for predicting the response of laterally loaded single piles in homogenous soil. A disadvantage of the model is that at high Poisson's ratio, unreliable results may be obtained. In this paper, a new load transfer approach is developed to simulate the response of laterally loaded single piles embedded in a homogeneous medium, by introducing a rational stress field. The approach can overcome the inherent disadvantage of the two-parameter model, although developed in a similar way. Generalized solutions for a single pile and the surrounding soil under various pile-head and base conditions were established and presented in compact forms. With the solutions, a load transfer factor, correlating the displacements of the pile and the soil, was estimated and expressed as a simple equation. Expressions were developed for the modulus of subgrade reaction for a Winkler model as a unique function of the load transfer factor. Simple expressions were developed for estimating critical pile length, maximum bending moment, and the depth at which the maximum moment occurs. All the newly established solutions and/or expressions, using the load transfer factor, offer satisfactory predictions in comparison with the available, more rigorous numerical approaches. The current solutions are applicable to various boundary conditions, and any pile-soil relative stiffness.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherJohn Wiley & Sons Ltd.en_US
dc.publisher.placeUSAen_US
dc.publisher.urihttp://www3.interscience.wiley.com/journal/3312/homeen_AU
dc.relation.ispartofpagefrom1101en_US
dc.relation.ispartofpageto1129en_US
dc.relation.ispartofissue11en_US
dc.relation.ispartofjournalInternational Journal for Numerical and Analytical Methods in Geomechanicsen_US
dc.relation.ispartofvolume25en_US
dc.subject.fieldofresearchcode290805en_US
dc.titleLoad transfer approach for laterally loaded pilesen_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.date.issued2001
gro.hasfulltextNo Full Text


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