Prediction of the marshall stability of reinforced asphalt concrete with steel fiber using fuzzy logic

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dc.contributor.authorSerin, Sercan
dc.contributor.authorMorova, Nihat
dc.contributor.authorSaltan, Mehmet
dc.contributor.authorTerzi, Serdal
dc.contributor.authorKaraşahin, Mustafa
dc.date.accessioned2020-04-30T23:21:19Z
dc.date.available2020-04-30T23:21:19Z
dc.date.issued2014
dc.departmentDÜ, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionterzi, serdal/0000-0002-4776-824X; Saltan, Mehmet/0000-0001-6221-4918en_US
dc.descriptionWOS: 000332245500031en_US
dc.description.abstractIn this study, Marshall Stability (MS) of steel fiber reinforced asphalt concrete has been predicted using steel fiber rate (0%, 0.25%, 0.50%, 0.75%, 1.0%, 1.5%, 2.0% and 2.5%), bitumen content (5%, 5.5% and 6.0%) and unit weights (2,465- 2,515 (gr/cm(3))) by Fuzzy Logic (FL). Results have shown that developed FL model has a strong potential for predicting the MS of asphalt concrete without performing any experimental studies.en_US
dc.identifier.doi10.3233/IFS-130873en_US
dc.identifier.endpage1950en_US
dc.identifier.issn1064-1246
dc.identifier.issn1875-8967
dc.identifier.issue4en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage1943en_US
dc.identifier.urihttps://doi.org/10.3233/IFS-130873
dc.identifier.urihttps://hdl.handle.net/20.500.12684/4174
dc.identifier.volume26en_US
dc.identifier.wosWOS:000332245500031en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherIos Pressen_US
dc.relation.ispartofJournal Of Intelligent & Fuzzy Systemsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAsphalt concreteen_US
dc.subjectsteel fiberen_US
dc.subjectfuzzy logicen_US
dc.subjectmarshall stabilityen_US
dc.titlePrediction of the marshall stability of reinforced asphalt concrete with steel fiber using fuzzy logicen_US
dc.typeArticleen_US

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