Multi-faceted investigation of the effect of de-icer chemicals on the engineering properties of asphalt concrete

Basit Öğe Kaydı
dc.contributor.authorÖzgan, Ercan
dc.contributor.authorSerin, Sercan
dc.contributor.authorGerengi, Hüsnü
dc.contributor.authorArslan, İlhan
dc.date.accessioned2020-04-30T23:19:24Z
dc.date.available2020-04-30T23:19:24Z
dc.date.issued2013
dc.departmentDÜ, Teknik Eğitim Fakültesi, Yapı Eğitimi Bölümüen_US
dc.descriptionGerengi, Husnu/0000-0002-9663-4264en_US
dc.descriptionWOS: 000315306600007en_US
dc.description.abstractCertain engineering properties of asphalt concrete (AC) exposed to pure water and different salt concentrations were investigated both statistically and experimentally with destructive and non-destructive methods. According to the technical specifications of the General Directorate for Turkish Highways, AC samples for wearing layer were produced in laboratory conditions. Corrosive environments were created with pure water and using 1, 3, and 4 M sodium chloride (NaCl), and 1 M calcium chloride (CaCl2). The numbers of 7 AC samples were prepared as reference sample, and 7 AC samples were also prepared for each corrosive environment, so that the number of total prepared AC samples is 42. Certain physical properties of the entire AC samples including reference samples were investigated before the corrosive process. After determining the physical properties of the reference AC samples, Marshall stability (MS) tests were performed and the flow values of the samples were measured at the same time. The other AC samples, except for the reference AC samples, were exposed to these corrosive environments. After completing the experimental test procedure, the obtained data were compared with the references data of the AC samples for each corrosive environment. According to the results of the experimental test; the most important effects on the MS of the AC samples occurred in pure water environment with 15.47% MS lost. The other corrosive environment affects 4 M NaCl with 13.70% MS lost, 3 M NaCl with 11.22%, and 1 M NaCl with 10.28%, respectively. The least effect on the MS of the AC samples occurred in the 1 M CaCl2 with 1.42% MS lost. The relationships between the physical and mechanical properties of the entire AC samples were investigated in detail and the meaningfulness of the entire relationships was determined by using statistical methods for each de-icer material. (C) 2012 Elsevier B.V. All rights reserved.en_US
dc.description.sponsorshipDuzce University Scientific Research Projects UnitDuzce Universityen_US
dc.description.sponsorshipThis study was supported by the Duzce University Scientific Research Projects Unit.en_US
dc.identifier.doi10.1016/j.coldregions.2012.11.003en_US
dc.identifier.endpage67en_US
dc.identifier.issn0165-232X
dc.identifier.issn1872-7441
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage59en_US
dc.identifier.urihttps://doi.org/10.1016/j.coldregions.2012.11.003
dc.identifier.urihttps://hdl.handle.net/20.500.12684/3746
dc.identifier.volume87en_US
dc.identifier.wosWOS:000315306600007en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Science Bven_US
dc.relation.ispartofCold Regions Science And Technologyen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAsphalt concreteen_US
dc.subjectMarshal stabilityen_US
dc.subjectDe-icer chemicalsen_US
dc.subjectPure wateren_US
dc.subjectNaClen_US
dc.subjectCaCl2en_US
dc.titleMulti-faceted investigation of the effect of de-icer chemicals on the engineering properties of asphalt concreteen_US
dc.typeArticleen_US

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