Estimating the bearing capacity of single reinforced granular fill overlying clay

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dc.authorid0000-0002-2649-0381en_US
dc.contributor.authorMısır, Gizem
dc.contributor.authorLaman, Mustafa
dc.date.accessioned2019-12-06T21:15:25Z
dc.date.available2019-12-06T21:15:25Z
dc.date.issued2018
dc.departmentKMÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionWOS:000449309900014en_US
dc.description.abstractThis paper develops an empirical design approach for estimating the footing pressure and settlement behavior of a circular footing on a geogrid reinforced granular fill overlying a weak clay soil by regression analysis. A power model has been developed with a high coefficient of determination R-2 with 0.959, according to the 398 training data obtained from in-situ tests. The empirical formulation has been evaluated for the validity of the regression model with 220 data which were not used in the derivation of the formulation and the mean absolute percentage error values have been demonstrated that the predictions were obtained with less than 10% error, on average. Additionally, the validity of the developed formulation has been confirmed with different plate load test results from literature, with an acceptable convergence.en_US
dc.description.sponsorshipTUBITAK (The Scientific and Technological Research Council of Turkey)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [106M496]en_US
dc.description.sponsorshipThe project that constitutes the main subject of this work has been supported with a grant number of 106M496, by TUBITAK (The Scientific and Technological Research Council of Turkey).en_US
dc.identifier.citationMısır, G., Laman, M. (2018). Estimating the bearing capacity of single reinforced granular fill overlying clay. Geotextiles and Geomembranes : an Official Journal of the International Geotextile Society, 46, 6, 817-829.
dc.identifier.doi10.1016/j.geotexmem.2018.07.012
dc.identifier.endpage829en_US
dc.identifier.issn0266-1144
dc.identifier.issn1879-3584
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-85050685757
dc.identifier.scopusqualityQ1
dc.identifier.startpage817en_US
dc.identifier.urihttps://dx.doi.org/10.1016/j.geotexmem.2018.07.012
dc.identifier.urihttps://hdl.handle.net/11492/2576
dc.identifier.volume46en_US
dc.identifier.wosWOS:000449309900014
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Sceince
dc.indekslendigikaynakScopus
dc.institutionauthorMısır, Gizem
dc.language.isoen
dc.publisherElsevier Sci Ltden_US
dc.relation.journalGeotextiles and Geomembranesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectGeosyntheticsen_US
dc.subjectIn-Situ Testsen_US
dc.subjectBearing Capacityen_US
dc.subjectRegression Analysisen_US
dc.subjectShallow Foundationen_US
dc.subjectDesign Approachen_US
dc.titleEstimating the bearing capacity of single reinforced granular fill overlying clayen_US
dc.typeArticle

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