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dc.contributor.authorKütük, Sezai
dc.contributor.authorKütük-Sert, Tuba
dc.date.accessioned2020-12-19T19:34:36Z
dc.date.available2020-12-19T19:34:36Z
dc.date.issued2020
dc.identifier.citationKütük, S. & Kütük Sert, T. (2020). An examination of nanoparticle colemanite mineral added warm mix asphalt. Construction and Building Materials, 243, 118252. https://doi.org/10.1016/j.conbuildmat.2020.118252en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2020.118252
dc.identifier.urihttps://hdl.handle.net/11436/1130
dc.descriptionWOS: 000527409700060en_US
dc.description.abstractWarm mix asphalt (WMA) technologies which enable production at lower temperatures in pavement engineering have been developing. in the present study, the efficiency of colemanite mineral, which the largest reserve is located in Turkey, on the WMA technology was examined. in the first stage, natural colemanite mineral, which is a kind of boron, was milled in a high-energy ball mill for 30 min. the milled powder was sieved by using 53 mu m and 25 mu m sieves. For the size analysis; powder over the size of 53 mu m (C + 53 mu m) was preferred for micron size, and powder under the size of 25 mu m (C - 25 mu m) was preferred for submicron size/nanosize. Particle size distribution (PSD), morphology and element content properties of the powders were measured alternately by using a particle size analyzer, microscopes, and an energy dispersive X-ray spectrometer. in the PSD analysis, d(50) values were detected as 91.102 mu m for C + 53 mu m powder and 7.063 mu m for C - 25 mu m powder. Additionally, d(min) values were found to be 2188 nm for C + 53 mu m powder and 275 nm for C - 25 mu m powder. in the morphology analysis, the presence of particles below 100 nm (nanoparticles) was observed on a scanning electron microscope. in the elemental analysis, it was determined that there was no contamination in the powders. in the second stage, bitumen and asphalt mixture experiments were conducted. Bending Beam Rheometer test was conducted as the bitumen experiment for colemanite additive. Mixtures were prepared by adding C + 53 mu m and C - 25 mu m powders at 5% and 10% ratios for both. Marshall Stability, Indirect Tensile Stiffness Modulus and Repeated Creep Test experiments were performed on the produced asphalt briquettes. As a result, it was observed that the colemanite minerals which were stabilized by reducing them into nanosize improved the mechanical properties of asphalt samples. (C) 2020 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBITAK)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [214M565]en_US
dc.description.sponsorshipThis study was funded by a grant of Project No. 214M565 received from the Scientific and Technological Research Council of Turkey (TUBITAK). Authors want to express their gratitude to Eti Mining Operations General Directorate, which supplied the colemanite mineral, to Prof. A. Canakci for allowing to use the laser scattering size analyzer, to Dr. Y. Demir for allowing to use the optical microscopes, and to Dr. E. Iskender and R. E. Gunbey for their help on asphalt analyzes.en_US
dc.language.isoengen_US
dc.publisherElsevier Sci Ltden_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectColemaniteen_US
dc.subjectBall millen_US
dc.subjectNanoparticleen_US
dc.subjectAsphalten_US
dc.subjectBBRen_US
dc.subjectRepeated creep testen_US
dc.titleAn examination of nanoparticle colemanite mineral added warm mix asphalten_US
dc.typearticleen_US
dc.contributor.departmentRTEÜ, Turgut Kıran Denizcilik Fakültesi, Gemi Makineleri İşletme Mühendisliği Bölümüen_US
dc.contributor.institutionauthorKütük, Sezai
dc.contributor.institutionauthorKütük-Sert, Tuba
dc.identifier.doi10.1016/j.conbuildmat.2020.118252
dc.identifier.volume243en_US
dc.relation.journalConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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