Modeling the effects of hydrated lime additives on asphalt mixtures by fuzzy logic and ANN

dc.authorscopusid35797838300
dc.authorscopusid57217147977
dc.authorscopusid55539064100
dc.contributor.authorYardim,M.S.
dc.contributor.authorDeğer Şi̇Ti̇Lbay,B.
dc.contributor.authorDündar,S.
dc.contributor.otherİnşaat Mühendisliği / Civil Engineering
dc.date.accessioned2024-05-25T12:33:00Z
dc.date.available2024-05-25T12:33:00Z
dc.date.issued2019
dc.departmentOkan Universityen_US
dc.department-tempYardim M.S., Yıldız Technical University, Department of Civil Engineering, İstanbul, Turkey; Değer Şi̇Ti̇Lbay B., Yıldız Technical University, Department of Civil Engineering, İstanbul, Turkey; Dündar S., İstanbul Okan University, Dep. of Civil Engineering, İstanbul, Turkeyen_US
dc.description.abstractIn this study, Marshall design test parameters of hot mix asphalt samples with various rates of Hydrated Lime (HL) content were modelled using Fuzzy Logic (FL) and Artificial Neural Networks (ANN). HL was used as an additive material in asphalt mixtures and it affects the properties of the mixture. The effect of this material varies depending on the rate of use and the asphalt content of the mixtures. With the Marshall Stability test, optimal Asphalt Content (AC) ratios in the mixtures were obtained. The effect of the HL additive, which was introduced precisely in the mixtures in a wide range, on the Marshall parameters and depending also on the asphalt content was investigated. For this purpose, 15 Marshall design sets were prepared by decreasing the ratio of the mineral filler in the mixture starting from 6.8% by weight, by 0.5% intervals, and replacing it with the same ratio of HL. In addition, 45 control samples were produced for soft-computation. Marshall test results showed that the use of HL additive with lower amounts in the mixtures yields better results compared to higher rates in terms of the material properties. The Marshall test results were used to develop the FL and ANN models. The models which were developed produced acceptable estimations of the mixture parameters. © 2019 Turkish Chamber of Civil Engineers. All rights reserved.en_US
dc.identifier.citation4
dc.identifier.doi10.18400/TEKDERG.402816
dc.identifier.endpage9559en_US
dc.identifier.issn1300-3453
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-85086470606
dc.identifier.startpage9533en_US
dc.identifier.urihttps://doi.org/10.18400/TEKDERG.402816
dc.identifier.urihttps://hdl.handle.net/20.500.14517/2415
dc.identifier.volume30en_US
dc.identifier.wosqualityQ4
dc.institutionauthorDündar, Selim
dc.institutionauthorDündar, Selim
dc.language.isoen
dc.publisherTurkish Chamber of Civil Engineersen_US
dc.relation.ispartofTeknik Dergi/Technical Journal of Turkish Chamber of Civil Engineersen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectArtificial neural networksen_US
dc.subjectFuzzy logicen_US
dc.subjectHot mix asphalten_US
dc.subjectHydrated limeen_US
dc.subjectMarshall mix designen_US
dc.titleModeling the effects of hydrated lime additives on asphalt mixtures by fuzzy logic and ANNen_US
dc.typeArticleen_US
dspace.entity.typePublication
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