Investigation friction loss of concrete pavement surface with a new method

The original article was published on July 27, 2022. https://dergipark.org.tr/en/pub/jiens/article/1327305

Erratum Note

Correction to be made: Article details: Karpuz, O., Akpınar, M. V., Aslan, H., Çelik, M., & Çiçek, E. (2022). Investigation Friction Loss of Concrete Pavement Surface with a New Method. Journal of Innovative Engineering and Natural Science, 2(2), 66-75. http://dx.doi.org/10.29228/JIENS.62559 URL address: https://dergipark.org.tr/tr/pub/jiens/issue/78942/1327305 Reason for correction request: A correction request has been submitted by the authors of the article referenced above, stating that the ORCID numbers of Hakan Aslan and Muhammet Çelik were incorrectly recorded due to name similarities. Based on this request and the supporting documents provided, the journal's editorial board has decided to publish a correction in the January 2025 issue of the journal, indicating both the old and new ORCID numbers. This notice is provided for the information of readers and users. Former (incorrectly reported) ORCID numbers: Author Former (Incorrectly Reported) ORCID Number Hakan Aslan 0000-0003-2923-6837, Muhammet Çelik 0000-0003-0222-9784 Declared and corrected new ORCID numbers: Author Former (Correctly Reported) ORCID Number Hakan Aslan 0000-0001-9444-6908, Muhammet Çelik 0000-0002-3998-8146

Abstract

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.

Keywords

• Concrete Pavement
• Fine Aggregate
• Abrasion Resistance
• Fineness Modulus
• Polishing
• Friction Coefficient
• Friction Loss

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