Investigation Friction Loss of Concrete Pavement Surface with a New Method

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dc.contributor.authorKarpuz, Orhan
dc.contributor.authorAkpınar, Muhammet Vefa
dc.contributor.authorAslan, Hakan
dc.contributor.authorÇelik, Muhammet
dc.contributor.authorÇiçek, Elif
dc.date.accessioned2026-02-08T15:05:30Z
dc.date.available2026-02-08T15:05:30Z
dc.date.issued2022
dc.departmentBursa Teknik Üniversitesi
dc.description.abstractIn this study, the effect of abrasion resistance and fineness modulus of the fine aggregates in the concrete mixture was investigated to determine the friction coefficient loss. Nine concrete mixtures samples were obtained by using three different gradations and fine aggregates with three different Los Angeles (LA) wear resistance. A new accelerated polishing test method was conducted in a laboratory. In the new method, unlike other wheel polishing methods, a constant horizontal friction force was formed alongside the vertical pressure of the wheel contact area. The wet friction coefficients of the concrete surfaces were measured by the British Friction Pendulum. Test results showed that the most friction loss occurred in the fine aggregated concrete mixtures obtained from limestone with the lowest wear resistance, while the least loss values were obtained for basalt with high abrasion resistance.
dc.identifier.doi10.29228/JIENS.62559
dc.identifier.endpage75
dc.identifier.issn2791-7630
dc.identifier.issue2
dc.identifier.startpage66
dc.identifier.urihttps://doi.org/10.29228/JIENS.62559
dc.identifier.urihttps://hdl.handle.net/20.500.12885/4723
dc.identifier.volume2
dc.language.isoen
dc.publisherİdris Karagöz
dc.relation.ispartofYenilikçi Mühendislik ve Doğa Bilimleri
dc.relation.ispartofJournal of Innovative Engineering and Natural Science
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_DergiPark_20260207
dc.subjectSoil Mechanics in Civil Engineering
dc.subjectİnşaat Mühendisliğinde Zemin Mekaniği
dc.titleInvestigation Friction Loss of Concrete Pavement Surface with a New Method
dc.typeArticle

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