Fuzzy logic and statistical-based modelling of the Marshall Stability of asphalt concrete under varying temperatures and exposure times

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dc.contributor.authorÖzgan, Ercan
dc.date.accessioned2020-05-01T12:10:08Z
dc.date.available2020-05-01T12:10:08Z
dc.date.issued2009
dc.departmentDÜ, Teknik Eğitim Fakültesi, Yapı Eğitimi Bölümüen_US
dc.descriptionWOS: 000265809500008en_US
dc.description.abstractIn this study, the Marshall Stability(MS) of asphalt concrete under varying temperature and exposure times was modelled by using fuzzy logic and statistical method. This is an experimental study conducted using statistics and fuzzy logic methods. In order to investigate the Marshall Stability of asphalt concrete based on exposure time and environment temperature, exposure times of 1.5, 3.4.5 and 6 h and temperatures of 30,40 and 50 degrees C were selected. The MS of the asphalt concrete at 17 degrees C(in laboratory environment temperature) was used as reference. The results showed that the MS of the asphalt core samples decreased 40.16% at 30 degrees C after 1.5 h and 62.39% after 6 h. At 40 degrees C the decrease was 74.31% after 1.5 h, and 78.10% after 6 h. At 50 degrees C the stability of the asphalt decreased 83.22% after 1.5 h, 88.66% after 6 h. The relationships between experimental results, fuzzy logic model and statistical results exhibited good correlation. The correlation coefficient was R = 0.99 for fuzzy logic model and R(2) = 0.9 for statistical method. Based on the results Of the study, it could be said that both the fuzzy logic method and statistical methods could be used for modelling of the stability of asphalt concrete under varying temperature and exposure time. (C) 2008 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.advengsoft.2008.10.005en_US
dc.identifier.endpage534en_US
dc.identifier.issn0965-9978
dc.identifier.issue7en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage527en_US
dc.identifier.urihttps://doi.org/10.1016/j.advengsoft.2008.10.005
dc.identifier.urihttps://hdl.handle.net/20.500.12684/6029
dc.identifier.volume40en_US
dc.identifier.wosWOS:000265809500008en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofAdvances In Engineering Softwareen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFuzzy logicen_US
dc.subjectStatisticen_US
dc.subjectAsphalt concreteen_US
dc.subjectStabilityen_US
dc.subjectTemperatureen_US
dc.titleFuzzy logic and statistical-based modelling of the Marshall Stability of asphalt concrete under varying temperatures and exposure timesen_US
dc.typeArticleen_US

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