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dc.contributor.authorKütük Sert, Tuba
dc.contributor.authorÖztürk, Mehmet
dc.contributor.authorKütük, Sezai
dc.date.accessioned2023-09-12T11:13:56Z
dc.date.available2023-09-12T11:13:56Z
dc.date.issued2023en_US
dc.identifier.citationKütük Sert, T., Öztürk, M. & Kütük, S. (2023). Digital image processing of warm mix asphalt enriched with nanocolemanite and nanoulexite minerals. Construction and Building Materials, 399, 132542. https://doi.org/10.1016/j.conbuildmat.2023.132542en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2023.132542
dc.identifier.urihttps://hdl.handle.net/11436/8301
dc.description.abstractDigital image processing (DIP) is a method used to view the internal structure of hot mix asphalt. However, in this study, the DIP of warm mix asphalt (WMA), which reduces environmental emissions and saves energy, was been investigated. Firstly, colemanite and ulexite minerals, of which the global reserves are abundant, were ground in a ball mill and nano-sized particles were observed for the first time in TEM micrograph. Secondly, these minerals were added to the foamed WMA in varying amounts of micron/nano-size. Marshall stability and repeated creep tests were performed and the void ratios in the mixtures were analyzed. Thirdly, a DIP system was designed. The primary purpose of this method was to scrutinize the impacts of voids and bitumen ratios around aggregates and the adhesion effect between the bitumen and aggregate. Finally, the void ratios identified by these tests were utilized to compare with those specified by the DIP method. The best deformation resistance for the ulexite appeared to result in a 5 %U + 53 & mu; mixture, whereas the highest deformation resistance for the colemanite yielded in 5 %C - 25 & mu; and 10 %C - 25 & mu; mixtures, according to repeated creep test results. The samples' void ratios identified around the aggregates were the lowest (1.35%) in the 5 %U - 25 & mu; mixture and the highest (3.72%) in the 10 %U - 25 & mu; mixture. It was concluded that the designed DIP was quite good in the interpretation of WMA with nanocolemanite and nanoulexite additives.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectDigital image processingen_US
dc.subjectWarm mix asphalt (WMA)en_US
dc.subjectMarshall stabilityen_US
dc.subjectNano-sized boron mineralen_US
dc.subjectTransmission electron microscope (TEM)en_US
dc.titleDigital image processing of warm mix asphalt enriched with nanocolemanite and nanoulexite mineralsen_US
dc.typearticleen_US
dc.contributor.departmentRTEÜ, Turgut Kıran Denizcilik Fakültesi, Gemi Makineleri İşletme Mühendisliği Bölümüen_US
dc.contributor.institutionauthorKütük, Sezai
dc.identifier.doi10.1016/j.conbuildmat.2023.132542en_US
dc.identifier.volume399en_US
dc.identifier.startpage132542en_US
dc.relation.journalConstruction and Building Materialsen_US
dc.relation.tubitak214M565
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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