Modeling the Effects of Hydrated Lime Additives on Asphalt Mixtures by Fuzzy Logic and ANN

dc.authoridYARDIM, Mustafa Sinan/0000-0003-0799-9294
dc.authorwosidDündar, Selim/AAE-5613-2021
dc.contributor.authorYardim, Mustafa Sinan
dc.contributor.authorSitilbay, Betul Deger
dc.contributor.authorDundar, Selim
dc.contributor.otherİnşaat Mühendisliği / Civil Engineering
dc.date.accessioned2024-05-25T11:40:00Z
dc.date.available2024-05-25T11:40:00Z
dc.date.issued2019
dc.departmentOkan Universityen_US
dc.department-temp[Yardim, Mustafa Sinan; Sitilbay, Betul Deger] Yildiz Tech Univ, Dept Civil Engn, Istanbul, Turkey; [Dundar, Selim] Istanbul Okan Univ, Dep Civil Engn, Istanbul, Turkeyen_US
dc.descriptionYARDIM, Mustafa Sinan/0000-0003-0799-9294en_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.en_US
dc.description.sponsorshipYTU BAP Coordination Unit [29-05-01-KAP01]en_US
dc.description.sponsorshipThe authors would like to thank YTU BAP Coordination Unit for their support for the Research Project with ID 29-05-01-KAP01 and also Isfalt A.S. for their support with the experiments.en_US
dc.identifier.citation3
dc.identifier.doi10.18400/tekderg.402816
dc.identifier.endpage9559en_US
dc.identifier.issn1300-3453
dc.identifier.issue6en_US
dc.identifier.startpage9533en_US
dc.identifier.trdizinid403386
dc.identifier.urihttps://doi.org/10.18400/tekderg.402816
dc.identifier.urihttps://hdl.handle.net/20.500.14517/1389
dc.identifier.volume30en_US
dc.identifier.wosWOS:000494262000001
dc.institutionauthorDündar, Selim
dc.institutionauthorDündar, Selim
dc.language.isoen
dc.publisherTurkish Chamber Civil Engineersen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectHot mix asphalten_US
dc.subjecthydrated limeen_US
dc.subjectMarshall mix designen_US
dc.subjectfuzzy logicen_US
dc.subjectartificial neural networksen_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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