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dc.contributor.authorGuo, Wei Dongen_US
dc.contributor.authorGhee, Engen_US
dc.contributor.editorSarah Springman, Jan Laue and Linda Sewarden_US
dc.description.abstractA number of tests have been conducted to investigate response of vertically loaded capped pile groups in sand undergoing uniform lateral soil movement. The development of shear force, bending moment and deflection along the piles was measured. Presented in this paper are 4 tests on 2-pile free-standing groups, with a view to establish solutions for predicting the pile response. It was concluded that (1) maximum bending moment Mmax is largely linearly related to the sliding force Tmax in stable and moving layers; (2) The combined impact of pile-cap fixity, soil movement profiles, and axial load may be quantified by a single moment (Mo); (3) Each pile in a group behaves as free-head in stable layer or semi-fixed head in sliding layer, with a floating base; and (4) The previous solutions for single piles were extended to simulate Mmax and Tmax for piles in groups.en_US
dc.publisherTaylor & Francis Groupen_US
dc.publisher.placeLeiden, The Netherlandsen_US
dc.relation.ispartofconferencename7th International Conference on Physical Modelling in Geotechnics (ICPMG 2010)en_US
dc.relation.ispartofconferencetitlePhysical Modelling in Geotechnics Proceedings of the 7th International Conference on Physical Modelling in Geotechnics (ICPMG 2010)en_US
dc.relation.ispartoflocationZurich, Switzerlanden_US
dc.subject.fieldofresearchCivil Geotechnical Engineeringen_US
dc.titleModel tests on free-standing passive pile groups in sanden_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.hasfulltextNo Full Text
gro.griffith.authorGuo, Wei Dong D.
gro.griffith.authorGhee, Eng H.

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