Show simple item record

dc.contributor.authorGuo, Wei Dongen_US
dc.contributor.authorQin, Hongyuen_US
dc.date.accessioned2017-04-24T08:44:26Z
dc.date.available2017-04-24T08:44:26Z
dc.date.issued2010en_US
dc.date.modified2011-03-18T07:04:00Z
dc.identifier.issn00083674en_US
dc.identifier.doi10.1139/T09-092en_AU
dc.identifier.urihttp://hdl.handle.net/10072/37378
dc.description.abstractAn experimental apparatus was developed to investigate the behaviour of vertically loaded free-head piles in sand undergoing lateral soil movement (wf). A large number of tests have been conducted to date. Presented here are 14 typical model pile tests concerning two diameters, two vertical pile loading levels, and varying sliding depths with the movement wf driven by a triangular loading block. Results are provided for driving force as well as for induced shear force (T), bending moment (M), and deflection ( y) along the piles with wf / normalized sliding depth. The tests enable simple expressions to be proposed, drawn from the theory for a laterally loaded pile. The new expressions well capture the evolution of M, T, and y with soil movement observed in current model tests, and the three to five times difference in maximum bending moment (Mmax) from the two modes of loading. They further offer a good estimate of Mmax for eight in situ pile tests and one centrifuge test pile. The study quantifies the sliding resistance offered by a pile for the given wf profiles, pile location (relative to the boundary), and vertical load. It establishes the linear correlation between the maximum thrust (resistance T) and Mmax, regardless of the magnitudes of wf.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.format.extent1032318 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherNRC Research Pressen_US
dc.publisher.placeCanadaen_US
dc.relation.ispartofstudentpublicationNen_AU
dc.relation.ispartofpagefrom180en_US
dc.relation.ispartofpageto196en_US
dc.relation.ispartofissue2en_US
dc.relation.ispartofjournalCanadian Geotechnical Journalen_US
dc.relation.ispartofvolume47en_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchCivil Engineering not elsewhere classifieden_US
dc.subject.fieldofresearchcode090599en_US
dc.titleThrust and bending moment of rigid piles subjected to moving soilen_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.rights.copyrightCopyright 2010 NRC Research Press. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.en_AU
gro.date.issued2010
gro.hasfulltextFull Text


Files in this item

This item appears in the following Collection(s)

  • Journal articles
    Contains articles published by Griffith authors in scholarly journals.

Show simple item record