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dc.contributor.authorPancar, Erhan Burak
dc.contributor.authorAkpinar, Muhammet Vefa
dc.date.accessioned2020-06-21T13:34:14Z
dc.date.available2020-06-21T13:34:14Z
dc.date.issued2016
dc.identifier.issn1976-0485
dc.identifier.issn2234-1315
dc.identifier.urihttps://doi.org/10.1007/s40069-016-0130-2
dc.identifier.urihttps://hdl.handle.net/20.500.12712/13471
dc.descriptionakpinar, muhammet/0000-0001-7912-8274en_US
dc.descriptionWOS: 000372532700004en_US
dc.description.abstractIn this study, different proportions of glass beads used for road marking were added into the concrete samples to reduce the temperature gradient through the concrete pavement thickness. It is well known that decreasing the temperature gradient reduces the risk of thermal cracking and increases the service life of concrete pavement. The extent of alkali-silica reaction (ASR) produced with partial replacement of fine aggregate by glass bead was investigated and compressive strength of concrete samples with different proportion of glass bead in their mix designs were measured in this study. Ideal results were obtained with less than 0.850 mm diameter size glass beads were used (19 % by total weight of aggregate) for C30/37 class concrete. Top and bottom surface temperatures of two different C30/37 strength class concrete slabs with and without glass beads were measured. It was identified that, using glass bead in concrete mix design, reduces the temperature differences between top and bottom surfaces of concrete pavement. The study presented herein provides important results on the necessity of regulating concrete road mix design specifications according to regions and climates to reduce the temperature gradient values which are very important in concrete road design.en_US
dc.language.isoengen_US
dc.publisherSpringeropenen_US
dc.relation.isversionof10.1007/s40069-016-0130-2en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectconcrete roaden_US
dc.subjectglass beaden_US
dc.subjecttemperature gradienten_US
dc.subjectthermal conductivityen_US
dc.titleTemperature Reduction of Concrete Pavement Using Glass Bead Materialsen_US
dc.typearticleen_US
dc.contributor.departmentOMÜen_US
dc.identifier.volume10en_US
dc.identifier.issue1en_US
dc.identifier.startpage39en_US
dc.identifier.endpage46en_US
dc.relation.journalInternational Journal of Concrete Structures and Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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