Model studies of bearing capacity of strip footing on sand slope

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dc.contributor.authorKeskin, M. Salih
dc.contributor.authorLaman, Mustafa
dc.date.accessioned2024-04-24T16:02:45Z
dc.date.available2024-04-24T16:02:45Z
dc.date.issued2013
dc.departmentDicle Üniversitesien_US
dc.description.abstractAn experimental investigation into the ultimate bearing capacity of strip footing on sand slope is reported. The parameters investigated are the effect of setback distance of the footing to the slope crest, slope angle, relative density of sand and footing width on the ultimate bearing capacity of strip footings. A series of finite element analyses was additionally performed on a prototype slope to ascertain the validity of the findings from the laboratory model tests and to supplement the results of the model tests. The agreement between observed and computed results is found to be reasonably well in terms of load-settlement and general trend of behavior. The results show that the ultimate bearing capacity increases with increase in setback distance, relative density of sand, footing width and decrease in slope angle. At a setback distance of five times of the width of the footing, bearing capacity remains constant like that of a footing on level ground.en_US
dc.description.sponsorshipScientific Research Project Directorate of Cukurova University [MMF2006D1]en_US
dc.description.sponsorshipThe authors thank the Scientific Research Project Directorate of Cukurova University for supporting this study (Project no: MMF2006D1).en_US
dc.identifier.doi10.1007/s12205-013-0406-x
dc.identifier.endpage711en_US
dc.identifier.issn1226-7988
dc.identifier.issn1976-3808
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-84877125149en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage699en_US
dc.identifier.urihttps://doi.org/10.1007/s12205-013-0406-x
dc.identifier.urihttps://hdl.handle.net/11468/14900
dc.identifier.volume17en_US
dc.identifier.wosWOS:000318691000012
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherKorean Society Of Civil Engineers-Ksceen_US
dc.relation.ispartofKsce Journal of Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectSlopeen_US
dc.subjectBearing Capacityen_US
dc.subjectShallow Foundationen_US
dc.subjectLaboratory Testen_US
dc.subjectFinite Element Methoden_US
dc.titleModel studies of bearing capacity of strip footing on sand slopeen_US
dc.typeArticleen_US

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