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dc.contributor.authorSeferoğlu, Ayşegül Güneş
dc.contributor.authorSeferoğlu, Mehmet Tevfik
dc.contributor.authorAkpınar, Muhammet Vefa
dc.date.accessioned2021-11-09T20:05:12Z
dc.date.available2021-11-09T20:05:12Z
dc.date.issued2019
dc.identifier.issn1300-3453
dc.identifier.urihttps://doi.org/10.18400/tekderg.416812
dc.identifier.urihttps://app.trdizin.gov.tr/makale/TkRBek16ZzVPUT09
dc.identifier.urihttps://hdl.handle.net/20.500.12440/5389
dc.description.abstractThe objective of this research was to assess the elastic deformations and permanent strains of reclaimed asphalt pavement (RAP) material as a base layer when it is treated or untreated with pozzolanic cement under cyclic loads. A large-scale cyclic plate loading testing (CPLT) device was developed for studying the mechanical characteristics of pavement base layer. The laboratory test results indicated that when the RAP percentage of the mixtures increased, elastic deformations and permanent strains increased, but the opposite was true when the cement percentage increased. It was concluded that 100% RAP material can be used in base layers with 3% pozzolanic cement. The obtained deformation values and strain rates can be used as reasonable default design input values by pavement designers when using RAP as a substitute for natural aggregate base layers.en_US
dc.description.abstracten_US
dc.language.isoengen_US
dc.relation.ispartofTeknik Dergien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subject[No Keywords]en_US
dc.titleInvestigating the Mechanical Behavior of Reclaimed Asphalt Pavement (RAP) Bases in Large Scale Test Boxen_US
dc.typearticleen_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.description.wospublicationidWOS:000494262000003en_US
dc.description.scopuspublicationid2-s2.0-85086462106en_US
dc.departmentGümüşhane Üniversitesien_US
dc.identifier.volume30en_US
dc.identifier.issue6en_US
dc.identifier.startpage9581en_US
dc.contributor.institutionauthor[Belirlenecek]
dc.identifier.doi10.18400/tekderg.416812
dc.identifier.endpage9596en_US


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