Publication:
Investigation of Using Ulexite as a Filler in Various Combinations in Stone Mastic Asphalt Mixtures

dc.authorscopusid58622923500
dc.authorscopusid57429396400
dc.authorscopusid57274124100
dc.authorscopusid58622923400
dc.authorscopusid55944654200
dc.contributor.authorKabadayı, E.
dc.contributor.authorÇavdar, E.
dc.contributor.authorKumandaş, A.
dc.contributor.authorŞahan, N.
dc.contributor.authorOruc, Ş.
dc.date.accessioned2025-12-11T00:33:27Z
dc.date.issued2024
dc.departmentOndokuz Mayıs Üniversitesien_US
dc.department-temp[Kabadayı] Ersoy, Keşap Vocational School, Giresun Üniversitesi, Giresun, Giresun, Turkey; [Çavdar] Erman, Department of Civil Engineering, Karadeniz Technical University, Trabzon, Trabzon, Turkey; [Kumandaş] Aytuǧ, Department of Civil Engineering, Ondokuz Mayis Üniversitesi, Samsun, Turkey; [Şahan] Neslihan, Department of Civil Engineering, Karadeniz Technical University, Trabzon, Trabzon, Turkey; [Oruc] Seref, Department of Civil Engineering, Karadeniz Technical University, Trabzon, Trabzon, Turkeyen_US
dc.description.abstractUlexite is one of the most commonly used minerals in boron elements. Especially with the increase in infrastructure investments, new raw materials and new asphalt mixtures with higher performances than traditional asphalt mixtures are needed against the deterioration caused by increasing traffic loads. Stone mastic asphalt (SMA), one of the asphalt mixture types, is preferred due to some superior performances. It is important for mixture performance because the filler material ratio in SMA mixtures is higher than in other hot-mix asphalt (HMA) types. In this study, the influence of ulexite in SMA mixtures was examined by Marshall, indirect tensile strength (ITS), resilient modulus, and moisture sensitivity (modified Lottman) tests using ulexite and basalt in various combinations as filler, providing that the optimum bitumen ratio remained constant. It resulted in increased stability, ITS, and resilient modulus values by a maximum of 8%, 25%, and approximately 79% compared with the control mixture, respectively. In addition, using ulexite provided significant improvements in SMA performance by increasing the resistance to water damage by 13%. Based on the results of the tests, the combination of 4.5% ulexite and 5.5% basalt is recommended for the best SMA performance. © 2023 American Society of Civil Engineers.en_US
dc.identifier.doi10.1061/JMCEE7.MTENG-16231
dc.identifier.issn0899-1561
dc.identifier.issn1943-5533
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85178045988
dc.identifier.scopusqualityQ2
dc.identifier.urihttps://doi.org/10.1061/JMCEE7.MTENG-16231
dc.identifier.urihttps://hdl.handle.net/20.500.12712/37391
dc.identifier.volume36en_US
dc.identifier.wosqualityQ2
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineers (ASCE)en_US
dc.relation.ispartofJournal of Materials in Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.titleInvestigation of Using Ulexite as a Filler in Various Combinations in Stone Mastic Asphalt Mixturesen_US
dc.typeArticleen_US
dspace.entity.typePublication

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