Ultimate loads for eccentrically loaded skirted strip footings on sand

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dc.authorscopusid35796961100
dc.authorscopusid57201193451
dc.authorscopusid55917005400
dc.contributor.authorKaya, N.
dc.contributor.authorÖmek, M.
dc.contributor.authorTüredi, Y.
dc.date.accessioned2024-09-19T15:41:13Z
dc.date.available2024-09-19T15:41:13Z
dc.date.issued2015
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.descriptionSoletanche Bachy/Menard; TenCate Geosyntheticsen_US
dc.description16th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015 -- 13 September 2015 through 17 September 2015 -- Edinburgh -- 119736en_US
dc.description.abstractIn addition to vertical axial loads, the footings of structures are often subjected to eccentric loads caused by the forces of earth pressures, earthquakes, water, wind, etc. Due to eccentric loading, the two edges settle by different amounts, causing the footing to tilt and then the pressure below the footing does not remain uniform. Skirted footing is one of the bearing capacity improvement techniques in which vertical or inclined wall surrounds one or more sides of the soil mass beneath the footing. Construction of vertical skirt at the base of the footing, confining the underlying soil, provides considerable soil resistance on skirt side that helps the footing to resist sliding. In this study, a series of experimental results from the ultimate loads and settlement of skirted footings are reported. The results of the experimental studies proved that the ultimate bearing capacity of a footing under eccentric loads could be improved by inserting a vertical central cut-off rigidly connected to the footing bottom. © The authors and ICE Publishing: All rights reserved, 2015.en_US
dc.identifier.endpage3418en_US
dc.identifier.isbn978-072776067-8
dc.identifier.scopus2-s2.0-84964483870en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage3413en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12483/14089
dc.identifier.volume6en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherICE Publishingen_US
dc.relation.ispartofGeotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBearing capacityen_US
dc.subjectGeotechnical engineeringen_US
dc.subjectSoil mechanicsen_US
dc.subjectSoilsen_US
dc.subjectCapacity improvementen_US
dc.subjectEarth pressureen_US
dc.subjectEccentric loadingen_US
dc.subjectEccentric loadsen_US
dc.subjectEccentrically loadeden_US
dc.subjectSkirted footingen_US
dc.subjectUltimate bearing capacityen_US
dc.subjectUnderlying soilsen_US
dc.subjectLoads (forces)en_US
dc.titleUltimate loads for eccentrically loaded skirted strip footings on sanden_US
dc.typeConference Objecten_US

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