Utility of polyparaphenylene terephtalamide fiber in hot mix asphalt as a fiber

dc.contributor.authorMorova, Nihat
dc.contributor.authorSerin, Sercan
dc.contributor.authorTerzi, Serdal
dc.contributor.authorSaltan, Mehmet
dc.contributor.authorKüçükçapraz, D. Özdemir
dc.contributor.authorKarahançer, Şebnem Sargın
dc.contributor.authorErişkin, Ekinhan
dc.date.accessioned2020-04-30T23:46:53Z
dc.date.available2020-04-30T23:46:53Z
dc.date.issued2016
dc.departmentDÜ, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionEriskin, Ekinhan/0000-0002-0087-0933; Eriskin, Ekinhan/0000-0002-0087-0933; Saltan, Mehmet/0000-0001-6221-4918; Karahancer, Sebnem/0000-0001-7734-2365; terzi, serdal/0000-0002-4776-824Xen_US
dc.descriptionWOS: 000370308000009en_US
dc.description.abstractIn this study, utility of polyparaphenylene terephtalamide (PT) was investigated in hot mix asphalt as a fiber. For this aim samples were prepared with limestone aggregate at different proportions. Marshall Stability test was applied and optimum bitumen content was determined. In the second stage of the study, new samples were prepared using different polyparaphenylene terephtalamide fiber (PTF) rates of 0.25%, 0.50%, 0.75%, 1.00%, 1.50%, 2.00% based on optimum bitumen content. When examining test results, samples which prepared using 0.25% PTF rate gave highest Marshall Stability result. At the final stage of the study, different bitumen contents (4.15%, 4.65% and 5.15%) were conducted for the best fiber rate (0.25%) and close to this result (0.50% and 0.75%). Thus, the effect of bitumen content on determined fiber rate at the second stage of the study was investigated. Also Indirect Tensile (IDT) Strength Test was performed on hot mix asphalt (HMA) samples preparing at 0.25%, 0.50% and 0.75% fiber rates and moisture sensitivities were determined. All results showed that, the best fiber rate was 0.25% and determined optimum bitumen content remain constant with the fiber additive for the reference samples. Besides, some sample groups which prepared using different PTF rates proved the specification limits and it was said that; PTF can be used in asphalt concrete as a fiber additive. (c) 2015 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.conbuildmat.2015.12.193en_US
dc.identifier.endpage94en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage87en_US
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2015.12.193
dc.identifier.urihttps://hdl.handle.net/20.500.12684/5335
dc.identifier.volume107en_US
dc.identifier.wosWOS:000370308000009en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofConstruction And Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectPolyparaphenylene terephtalamide fiber (PTF)en_US
dc.subjectHot mix asphalten_US
dc.subjectMarshall Stabilityen_US
dc.subjectIndirect Tensile Strengthen_US
dc.titleUtility of polyparaphenylene terephtalamide fiber in hot mix asphalt as a fiberen_US
dc.typeArticleen_US

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