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dc.contributor.authorQin, Hongyuen_US
dc.contributor.authorGuo, Wei Dongen_US
dc.contributor.editorSarah Springman, Jan Laue and Linda Sewarden_US
dc.date.accessioned2017-05-03T14:16:45Z
dc.date.available2017-05-03T14:16:45Z
dc.date.issued2010en_US
dc.date.modified2011-09-07T06:12:41Z
dc.identifier.refurihttp://www.icpmg2010.ch/en_AU
dc.identifier.urihttp://hdl.handle.net/10072/37290
dc.description.abstractExtensive model tests have been performed to investigate the response of piles subjected to lateral soil movement. This paper discusses the effect of source of lateral (effective) soil movement on the behavior of a single pile. The pile was installed at three locations to the loading side where lateral soil movement was generated by using a triangular or rectangular loading block to simulate corresponding soil movement profiles. The test results are presented in terms of the development of maximum bending moment, maximum shear force and pile deflection at ground surface with soil movement and their distribution along the pile with depth. The effect of the distance on the maximum bending moment is presented and can be well captured by the effective frame movement. This is shown by the calculation using simple solutions.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherTaylor & Francis Groupen_US
dc.publisher.placeLeiden, The Netherlandsen_US
dc.publisher.urihttp://www.multimedia.ethz.ch/conferences/2010/icpmgen_AU
dc.relation.ispartofstudentpublicationYen_AU
dc.relation.ispartofconferencename7th International Conference on Physical Modelling in Geotechnics (IPCMG 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.ispartofdatefrom2010-06-28en_US
dc.relation.ispartofdateto2010-07-01en_US
dc.relation.ispartoflocationZurich, Switzerlanden_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchCivil Geotechnical Engineeringen_US
dc.subject.fieldofresearchcode090501en_US
dc.titlePile response due to effective lateral soil movementen_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.date.issued2010
gro.hasfulltextNo Full Text


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    Contains papers delivered by Griffith authors at national and international conferences.

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