Numerical modelling of short pile behaviour subjected to lateral load

dc.contributor.authorUncuoglu, Erdal
dc.contributor.authorLaman, Mustafa
dc.date.accessioned2025-01-06T17:43:25Z
dc.date.available2025-01-06T17:43:25Z
dc.date.issued2012
dc.description.abstractThe behaviour of laterally loaded short rigid piles founded in sandy soil has been investigated numerically by performing a series of three-dimensional non-linear finite element analyses. The parameters investigated are relative density and elasticity modulus of sandy soil, load eccentricity, pile geometry and geometric configurations such as pile cross-section, embedment ratio and pile diameter. The results of the existing design methods used for predicting the lateral load capacity of short rigid piles were compared with the results of the three-dimensional non-linear finite element analyses. The results proved that the parameters investigated had considerable effect on the behaviour of rigid piles subjected to lateral loads. It was also shown that the value of the ultimate lateral load capacity could be significantly different depending on the conventional methods used.
dc.identifier.doi10.1080/19648189.2012.667697
dc.identifier.endpage235
dc.identifier.issn1964-8189
dc.identifier.issue2
dc.identifier.scopus2-s2.0-84862854992
dc.identifier.scopusqualityQ2
dc.identifier.startpage204
dc.identifier.urihttps://doi.org/10.1080/19648189.2012.667697
dc.identifier.urihttps://hdl.handle.net/20.500.14669/2664
dc.identifier.volume16
dc.identifier.wosWOS:000304160300005
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTaylor & Francis Ltd
dc.relation.ispartofEuropean Journal of Environmental and Civil Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241211
dc.subjectlateral loading
dc.subjectshort pile
dc.subjectcohesionless soil
dc.subjectfinite element
dc.subjectlateral effective stress
dc.titleNumerical modelling of short pile behaviour subjected to lateral load
dc.typeArticle

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