Finite element-based p-y curves in sand

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dc.authorid0000-0002-9167-8866
dc.contributor.authorHamderi, Murat
dc.date.accessioned2024-04-19T06:50:03Z
dc.date.available2024-04-19T06:50:03Z
dc.date.issued2023
dc.departmentTAÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractP-y curves are used in the prediction of non-linear soil resistance resulting from the horizontal pile movement. Many of the p-y curves have been developed in the 1970s for the petroleum industry to predict the horizontal capacity of piles supporting oil platforms. These curves are based on the beam theory fed by strain-gauge data installed on several full-size pile tests. In this particular study, a p-y curve formula for sand was developed using 34 finite element combinations. The p-y curve formula includes the input of soil modulus, soil friction angle, soil unit weight and pile diameter. The results of the formula and the finite element program were validated against the test data available in the literature.
dc.identifier.citationHamberi, M. (2023). Finite element-based p-y curves in sand. Arabian Journal for Science and Engineering içerisinde 48, 14183-14194. Springer.
dc.identifier.doi10.1007/s13369-023-08121
dc.identifier.endpage14194en_US
dc.identifier.scopus2-s2.0-85166588307
dc.identifier.startpage14183en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12846/1069
dc.identifier.volume48en_US
dc.identifier.wosWOS:001042069300004
dc.indekslendigikaynakWeb of Science
dc.language.isoen
dc.publisherSpringer
dc.relation.ispartofArabian Journal for Science and Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectp-y curveen_US
dc.subjectPileen_US
dc.subjectLateral pile loadingen_US
dc.subjectMidas GTS NXen_US
dc.titleFinite element-based p-y curves in sand
dc.typeArticle

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