An experimental study of rough single pile and pile group under uplift loading in sand

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dc.authoridEmirler, Buse/0000-0002-0234-7177
dc.authoridTolun, Mustafa/0000-0002-2073-8796
dc.authoridYildiz, Abdulazim/0000-0002-6755-1902
dc.contributor.authorEmirler, Buse
dc.contributor.authorTolun, Mustafa
dc.contributor.authorYildiz, Abdulazim
dc.date.accessioned2025-01-06T17:43:24Z
dc.date.available2025-01-06T17:43:24Z
dc.date.issued2021
dc.description.abstractFoundation systems of specific structures such as high-voltage power lines, communication towers, long factory chimneys, sea platforms, columns carrying the advertising boards and signs in freeways and railways are subjected to different loads. These structures are also under the influence of uplift load and the foundation systems should be designed according to the factors affecting the uplift capacity. In this study, the uplift capacity of a rough single pile and pile group embedded in sand is investigated, experimentally. The uplift capacities of a single pile and pile group configuration of 2 x 2 under the effect of various parameters such as pile embedment ratio (L/D), spacing ratio between the piles (S/D) and relative density of sand (D-r) are examined by using a rough steel pile in 25 mm diameter with circular geometry. Furthermore, it is aimed that the uplift capacity of each pile is determined by being connected a load cell to each pile in the group. The value of (S/D)(opt) is determined to be affected by the relative density of sand, and the interaction between piles eliminates in larger S/D in dense soil. It is observed that the uplift capacity increases considerably with the increase of all investigated parameters.
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.doi10.1080/19648189.2019.1642242
dc.identifier.endpage574
dc.identifier.issn1964-8189
dc.identifier.issn2116-7214
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85070855488
dc.identifier.scopusqualityQ2
dc.identifier.startpage557
dc.identifier.urihttps://doi.org/10.1080/19648189.2019.1642242
dc.identifier.urihttps://hdl.handle.net/20.500.14669/2658
dc.identifier.volume25
dc.identifier.wosWOS:000481519100001
dc.identifier.wosqualityQ2
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.subjectLaboratory test
dc.subjectsand
dc.subjectrough pile
dc.subjectpile group
dc.subjectuplift
dc.titleAn experimental study of rough single pile and pile group under uplift loading in sand
dc.typeArticle

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