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dc.contributor.authorKaraşahin, Mustafa
dc.date.accessioned2019-09-08T12:01:22Z
dc.date.available2019-09-08T12:01:22Z
dc.date.issued2019en_US
dc.identifier.issn0354-9836
dc.identifier.issn2334-7163
dc.identifier.urihttps://hdl.handle.net/11363/1442
dc.description.abstractThe base and subbase layers of a pavement are compacted to the desired density by rollers. This cause the anisotropy in other words the layer more steer in the vertical direction than the horizontal direction. In the study inherent and stress induced anisotropy were measured by using the repeated load triaxial test equipment which is able to cycle both confining and axial pressure. The test results were then modelled using the stepwise regression. A new cross anisotropic model was proposed to predict the unbound stress-strain behavior. The proposed model is able to predict the axial strain more accurately than the radial strain.en_US
dc.language.isoengen_US
dc.publisherVINCA INST NUCLEAR SCI, MIHAJLA PETROVICA-ALASA 12-14 VINCA, 11037 BELGRADE. POB 522, BELGRADE, 11001, SERBIAen_US
dc.relation.isversionof10.2298/TSCI181021043Ken_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
dc.subjectunbound granular materialen_US
dc.subjectanisotropyen_US
dc.subjectrepeated loadingen_US
dc.subjectmodellingen_US
dc.subjectINHERENT ANISOTROPYen_US
dc.subjectRESPONSESen_US
dc.subjectThermodynamicsen_US
dc.titleAn Anisotropic Model of Unbound Granular Material Under Repeated Loadingen_US
dc.typearticleen_US
dc.relation.ispartofTHERMAL SCIENCEen_US
dc.departmentMühendislik ve Mimarlık Fakültesien_US
dc.identifier.volume23en_US
dc.identifier.startpageS295en_US
dc.identifier.endpageS302en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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