Numerical investigation of scale effect of shallow footings

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dc.authorscopusid37051108300
dc.authorscopusid6602375497
dc.authorscopusid55422990900
dc.authorscopusid58584670300
dc.contributor.authorOrnek, M.
dc.contributor.authorLaman, M.
dc.contributor.authorYildiz, A.
dc.contributor.authorDemir, A.
dc.date.accessioned2024-09-19T15:41:16Z
dc.date.available2024-09-19T15:41:16Z
dc.date.issued2010
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description7th International Conference on Engineering Computational Technology, ECT 2010 -- 14 September 2010 through 17 September 2010 -- Valencia -- 89033en_US
dc.description.abstractThis study is focused on the scale effect investigation in shallow footings rested on clay and sand soils. Three dimensional numerical analyses were performed using circular, square and strip footings with different sizes. Mohr Coulomb and hardening soil models were used to simulate clay and sand behaviour, respectively. Before conducting the analyses, validity of the constitutive models was proved using laboratory and field test results performed by authors. Finally, the results obtained from the analyses were compared with the classical bearing capacity equations from the relevant literature. It is seen that there is no clear effect of footing size on N? when footing rested on clay soils, but N? is dependent on width of footing overlying sand soils. © 2010 Civil-Comp Press.en_US
dc.identifier.isbn978-190508839-3
dc.identifier.scopus2-s2.0-84858385785en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.urihttps://hdl.handle.net/20.500.12483/14136
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.relation.ispartofProceedings of the 7th International Conference on Engineering Computational Technologyen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBearing capacity factoren_US
dc.subjectClayen_US
dc.subjectFootingen_US
dc.subjectFooting sizeen_US
dc.subjectSanden_US
dc.subjectScale effecten_US
dc.titleNumerical investigation of scale effect of shallow footingsen_US
dc.typeConference Objecten_US

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