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Investigation of Using Waste Welded Tuff Material as Mineral Filler in Asphalt Concrete

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dc.creator KARAHANCER, Sebnem
dc.creator ERISKIN, Ekinhan
dc.creator CAPALI, Buket
dc.creator SALTAN, Mehmet
dc.creator TERZI, Serdal
dc.date 2016-08-22T00:00:00Z
dc.date.accessioned 2019-07-09T11:58:52Z
dc.date.available 2019-07-09T11:58:52Z
dc.identifier http://dergipark.org.tr/sdufenbed/issue/27060/284755
dc.identifier 10.19113/sdufbed.85880
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/46006
dc.description In this paper, the welded tuff waste- known as koyke in Isparta region - was used in the hot mix asphalt (HMA) as mineral filler for reduction of the moisture susceptibility of HMA. Optimum binder content was assessed with Marshall Design Method. First of all, welded tuff was substituted as filler with limestone filler in proportion of 50% and 100%. After that Marshall Stability test was performed on specimens. The results showed that the 50% substitution was more effective than the 100% substitution. Therefore, welded tuff was substituted with limestone filler in proportion of 25%, 50%, 65% and 75%. Next, Indirect Tensile Strength test was practiced on the fabricated specimens and the results were assessed. According to the Indirect Tensile Strength results, welded tuff with 65% was given higher strength than the limestone filler. As a result, it has come up that welded tuff can be used as mineral filler in the hot mix asphalt.
dc.format application/pdf
dc.publisher Süleyman Demirel University
dc.publisher Süleyman Demirel Üniversitesi
dc.relation http://dergipark.org.tr/download/article-file/267011
dc.source Volume: 20, Issue: 3 399-404 en-US
dc.source 1308-6529
dc.subject Moisture susceptibility,Welded tuff; Koyke; Tensile strength ratio
dc.title Investigation of Using Waste Welded Tuff Material as Mineral Filler in Asphalt Concrete en-US
dc.type info:eu-repo/semantics/article


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