Experimental and numerical analyses of circular footing on geogrid-reinforced granular fill underlain by soft clay

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dc.authoridYildiz, Abdulazim/0000-0002-6755-1902
dc.contributor.authorDemir, Ahmet
dc.contributor.authorYildiz, Abdulazim
dc.contributor.authorLaman, Mustafa
dc.contributor.authorOrnek, Murat
dc.date.accessioned2024-09-18T20:20:08Z
dc.date.available2024-09-18T20:20:08Z
dc.date.issued2014
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description.abstractExperimental and numerical investigations into the bearing capacity of circular footing on geogrid-reinforced compacted granular fill layer overlying on natural clay deposit have been conducted in this study. A total of 8 field tests were carried out using circular model rigid footing with a diameter of 0.30 m. 3D numerical analyses were performed to simulate soil behavior using finite element program Plaxis 3D Foundation. The results from the FE analysis are in very good agreement with the experimental observations. It is shown that the degree of improvement depends on thickness of granular fill layer and properties and configuration of geogrid layers. Parameters of the experimental and numerical analyses include depth of first reinforcement, vertical spacing of reinforcement layers. The results indicate that the use of geogrid-reinforced granular fill layers over natural clay soils has considerable effects on the bearing capacity and significantly reduces the lateral displacement and vertical displacement of the footing.en_US
dc.description.sponsorshipTUBITAK (Scientific and Technological Research Council of Turkey) [106M496]; Cukurova University Scientific Research Project Directorate grant [MMF2006D28]en_US
dc.description.sponsorshipThe work presented in this paper was carried out with funding from TUBITAK (The Scientific and Technological Research Council of Turkey) grant number 106M496 and Cukurova University Scientific Research Project Directorate grant number MMF2006D28.en_US
dc.identifier.doi10.1007/s11440-013-0207-x
dc.identifier.endpage723en_US
dc.identifier.issn1861-1125
dc.identifier.issn1861-1133
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-84904914722en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage711en_US
dc.identifier.urihttps://doi.org/10.1007/s11440-013-0207-x
dc.identifier.urihttps://hdl.handle.net/20.500.12483/10072
dc.identifier.volume9en_US
dc.identifier.wosWOS:000339805500011en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer Heidelbergen_US
dc.relation.ispartofActa Geotechnicaen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectField testen_US
dc.subjectFinite element analysisen_US
dc.subjectGeogriden_US
dc.subjectGranular fill layeren_US
dc.subjectSoft clayen_US
dc.titleExperimental and numerical analyses of circular footing on geogrid-reinforced granular fill underlain by soft clayen_US
dc.typeArticleen_US

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