Friction Loss of Concrete Pavement Surface   
Yazarlar (5)
Orhan Karpuz
Türkiye
Muhammet Vefa Akpınar
Karadeniz Teknik Üniversitesi, Türkiye
Hakan Aslan
Sakarya Üniversitesi, Türkiye
Dr. Öğr. Üyesi Muhammet ÇELİK Yalova Üniversitesi, Türkiye
Elif Çiçek
Türkiye
Makale Türü Açık Erişim Özgün Makale
Makale Alt Türü Diğer hakemli uluslarası dergilerde yayınlanan tam makale
Dergi Adı Journal of innovative engineering and natural science (Online)
Dergi ISSN 2791-7630
Dergi Tarandığı Indeksler TR DİZİN
Makale Dili İngilizce
Basım Tarihi 01-2022
Cilt No 2
Sayı 2
Sayfalar 66 / 75
DOI Numarası 10.29228/JIENS.62559
Makale Linki http://dx.doi.org/10.29228/jiens.62559
Özet
In 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.
Anahtar Kelimeler
Friction Coefficient | Polishing | Concrete Pavement | Fine Aggregate | Abrasion Resistance | Fineness Modulus | Friction Loss