Effect of Carboniferous-Triassic rock dust on the Marshall stabilities of Hot Bituminous Mixtures

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dc.contributor.authorÇelik O.N.
dc.contributor.authorCeylan S.
dc.contributor.authorKaya M.
dc.date.accessioned2020-03-26T17:19:11Z
dc.date.available2020-03-26T17:19:11Z
dc.date.issued2007
dc.departmentSelçuk Üniversitesien_US
dc.descriptionFederal Highway Administration (FHWA);International Society for Maintenance and Rehabilitation of Transportation Infrastructure (iSMARTi);Korean Society of Road Engineers (KSRE);Public Policy Center (PPC) and Civil and Environmental Engineering Department of the University of Iowa;Transportation and Development Institute (T and DI) of American Society of Civil Engineers (ASCE);Transportation Research Board (TRB)en_US
dc.description5th International Conference on Maintenance and Rehabilitation of Pavements and Technological Control, MAIREPAV 2007 -- 8 August 2007 through 10 August 2007 -- 110272en_US
dc.description.abstractHot Bituminous Mixtures are made by mixing the aggregate and bituminous binder at high convenient temperature. Performance of these mixtures is affected mainly by the aggregate types which constitute the main part of the mixture. Aggregate types, gradation, roughness, surface characteristics have effects on the fatigue and rut depth of the mixture. Deformation has occurred on the surface base under traffic loading. Materials used to build the pavement, construction methods and loading patterns are the main factors effecting pavement performance. There are many other factors effecting the pavement performance like binder type and content, fine and coarse aggregate type and content. When any factors mentioned here is not taken into consideration good enough then the yield will be less. It is possible to investigate the effect of each of these factors on the performance and durability of bituminous mixtures. In this work, the effect of Carboniferous-Triassic rock dust as a filler on the Marshall stabilities of HBM is investigated. Service life can be increased by the modification of mixture. Thus, the maintenance period can be reduced. Literature review has shown that the researches on modification of bituminous binder by chemical compound are more frequent then the modification of mixture. There are some researches about the effect of mineral filler on the properties of HBM like fatigue life and plastic deformation. Therefore, as bituminous researcher indicated new investigations conducted on the effect of mineral filler on the properties of mixture are under consideration.en_US
dc.identifier.endpage48en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage43en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/21822
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherPolitecnico di Torino (DIMEAS)en_US
dc.relation.ispartofMaintenance and Rehabilitation of Pavements and Technological Control - Proceedings of the 5th International Conference, MAIREPAV 2007en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.titleEffect of Carboniferous-Triassic rock dust on the Marshall stabilities of Hot Bituminous Mixturesen_US
dc.typeConference Objecten_US

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