Pile Head Cyclic Lateral Loading of Single Pile

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dc.contributor.author Sa'don, NM en
dc.contributor.author Pender, Michael en
dc.contributor.author Abdul Karim, AR en
dc.contributor.author Orense, Rolando en
dc.date.accessioned 2018-10-10T20:26:11Z en
dc.date.issued 2014 en
dc.identifier.issn 0960-3182 en
dc.identifier.uri http://hdl.handle.net/2292/40495 en
dc.description.abstract This paper presents an elastic continuum model using an extended nonlinear Davies and Budhu equations, which enables the nonlinear behavior of the soil around the long elastic pile to be modeled using a simple expression of pile-head stiffness method. The calculated results were validated with the measured full-scale dynamic field tests data conducted in Auckland residual clay. An idealized soil profile and soil stiffness under small strain (i.e. shear modulus, G s and shear wave velocity, V s of the soil) determined from in situ testing was used to model the single pile tests results. The predictions of these extended equations are also confirmed by using the three-dimensional finite-element OpenSeesPL (Lu et al. in OpenSeesPL 3D lateral pile-ground interaction: user manual, University of California, San Diego, 2010). A soil stiffness reduction factor, G s /G s,max of 0.36 was introduced to the proposed method and model. It was found to give a reasonable prediction for a single pile subjected to dynamic lateral loading. The reduction in soil stiffness found from the experiment arises from the cumulative effects of pile–soil separation as well as a change in the soil properties subjected to cyclic load. In summary, if the proposed method and model are accurately verified and properly used, then they are capable of producing realistic predictions. Both models provide good modelling tools to replicate the full-scale dynamic test results. en
dc.relation.ispartofseries Geotechnical and Geological Engineering en
dc.rights Items in ResearchSpace are protected by copyright, with all rights reserved, unless otherwise indicated. Previously published items are made available in accordance with the copyright policy of the publisher. en
dc.rights.uri https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm en
dc.title Pile Head Cyclic Lateral Loading of Single Pile en
dc.type Journal Article en
dc.identifier.doi 10.1007/s10706-014-9780-5 en
pubs.issue 4 en
pubs.begin-page 1053 en
pubs.volume 32 en
dc.rights.holder Copyright: The author en
pubs.end-page 1064 en
pubs.publication-status Published en
dc.rights.accessrights http://purl.org/eprint/accessRights/RestrictedAccess en
pubs.subtype Article en
pubs.elements-id 443845 en
pubs.org-id Engineering en
pubs.org-id Civil and Environmental Eng en
dc.identifier.eissn 1573-1529 en
pubs.record-created-at-source-date 2014-11-22 en


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