3D Numerical Response of a Single Pile Under Uplift Loading Embedded in Sand

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dc.authoridEmirler, Buse/0000-0002-0234-7177
dc.authoridYildiz, Abdulazim/0000-0002-6755-1902
dc.contributor.authorEmirler, Buse
dc.contributor.authorTolun, Mustafa
dc.contributor.authorYildiz, Abdulazim
dc.date.accessioned2025-01-06T17:43:48Z
dc.date.available2025-01-06T17:43:48Z
dc.date.issued2019
dc.description.abstractIn this study, the uplift behavior of a single pile has been investigated in sand, numerically. The pile used in the analyses is in circular shape in 25 mm diameter. The investigated parameters are embedment ratio of pile (L/D = 8, 12, and 16), material of pile (steel, aluminum, and delrin) and relative density of sand (RD = 30%, 50%, and 80%). For this purpose, a series of finite element analyses have been carried out by using Plaxis 3D. The results of analyses have been compared with the theoretical methods proposed for a single pile embedded in the loose sand. According to the results of both methods, the uplift capacity in the loose sand obtained from theoretical method gives a good agreement with that of present numerical analysis, and all investigated parameters affect significantly the uplift behavior of the pile. Moreover, the uplift capacity increases with the increase of the embedment ratio (L/D) and relative density of sand (RD). Additionally, the capacity of steel pile is more than aluminum and delrin piles.
dc.description.sponsorshipTUBITAK (The Scientific and Technological Research Council of Turkey); TUBITAK
dc.description.sponsorshipThe first author of this study has been supported by TUBITAK (The Scientific and Technological Research Council of Turkey) with post graduate scholarship. The first author would like to express her thanks to TUBITAK for this support.
dc.identifier.doi10.1007/s10706-019-00913-1
dc.identifier.endpage4363
dc.identifier.issn0960-3182
dc.identifier.issn1573-1529
dc.identifier.issue5
dc.identifier.scopus2-s2.0-85073253627
dc.identifier.scopusqualityQ1
dc.identifier.startpage4351
dc.identifier.urihttps://doi.org/10.1007/s10706-019-00913-1
dc.identifier.urihttps://hdl.handle.net/20.500.14669/2810
dc.identifier.volume37
dc.identifier.wosWOS:000487812500052
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer
dc.relation.ispartofGeotechnical and Geological Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241211
dc.subjectNumerical analysis
dc.subjectPile
dc.subjectSand
dc.subjectUplift load
dc.title3D Numerical Response of a Single Pile Under Uplift Loading Embedded in Sand
dc.typeArticle

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