Model studies of uplift capacity behavior of square plate anchors in geogrid-reinforced sand

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dc.contributor.authorKeskin, Mehmet S.
dc.date.accessioned2024-04-24T17:15:14Z
dc.date.available2024-04-24T17:15:14Z
dc.date.issued2015
dc.departmentDicle Üniversitesien_US
dc.description.abstractAn experimental investigation into the uplift capacity of horizontal square plate anchors in sand with and without geogrid reinforcement is reported. The parameters investigated are the effect of the depth of the single layer of geogrid, vertical spacing of geogrid layers, number of geogrid layers, length of geogrid layers, the effects of embedment depth, and relative density of sand. A series of three dimensional finite element analyses model was established and confirmed to be effective in capturing the behaviour of plate anchor-reinforced sand by comparing its predictions with experimental results. The results showed that the geogrid reinforcement had a considerable effect on the uplift capacity of horizontal square plate anchors in sand. The improvement in uplift capacity was found to be strongly dependent on the embedment depth and relative density of sand. A satisfactory agreement between the experimental and numerical results on general trend of behaviour and optimum geometry of reinforcement placement is observed. Based on the model test results and the finite element analyses, optimum values of the geogrid parameters for maximum reinforcing effect are discussed and suggested.en_US
dc.identifier.doi10.12989/gae.2015.8.4.595
dc.identifier.endpage613en_US
dc.identifier.issn2005-307X
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-84930904154en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage595en_US
dc.identifier.urihttps://doi.org/10.12989/gae.2015.8.4.595
dc.identifier.urihttps://hdl.handle.net/11468/18381
dc.identifier.volume8en_US
dc.identifier.wosWOS:000353197900007en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofGeomechanics and Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectReinforced Sanden_US
dc.subjectUplift Capacityen_US
dc.subjectSquare Plate Anchorsen_US
dc.subjectFinite Element Methoden_US
dc.subjectModel Testen_US
dc.titleModel studies of uplift capacity behavior of square plate anchors in geogrid-reinforced sanden_US
dc.typeArticleen_US

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