Xiaoying Zhang
1*
Rong Chang
2,3*The final, formatted version of the article will be published soon.
ORIGINAL RESEARCH article
Front. Mater.
Sec. Structural Materials
Volume 11 - 2024 |
doi: 10.3389/fmats.2024.1410542
This article is part of the Research Topic Resource Utilization of Solid Waste in Road Engineering View all 12 articles
Research on the influencing factors of anti-skid performance evaluation of asphalt pavement based on lateral force testing system
Provisionally accepted- 1 Other, Nanchang, China
- 2 Federal Highway Research Institute, Bergisch Gladbach, Germany
- 3 Research Institute of Highway Ministry of Transport, Beijing, China
- 4 Jiangxi Communications Investment Group Co.,Ltd. Road Network Operation Management Company, Nanchang, China
This article conducts experimental research on the influencing factors of the anti-skid performance testing system SCRIM for asphalt pavement. Studied the distribution pattern of anti-skid performance test results of the testing system under different testing speeds, test tires, temperature, water film thickness, test wheel position, tire wear degree, and other factors. Revealed the influence law of various influencing factors on the anti-skid performance of asphalt pavement. The test results indicate that the SFC test value decreases with the increase of vehicle speed. The test results of tires made of different materials vary greatly, and tires with wear exceeding 3mm cannot be used for testing. The influence of water film thickness on the measured values varies depending on the SFC level. The SFC measurement value of the normal trajectory of the vehicle's driving wheel track is the smallest, and the measurement value of the left trajectory is greater than that of the right trajectory. The SFC measurement decreases as the tire wear increases.
Keywords: asphalt pavement, Anti slip, Tire wear degree, Water film thickness, Scrim
Received: 01 Apr 2024; Accepted: 24 Apr 2024.
Copyright: © 2024 Zhang, Chang, Xu and Tan. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
* Correspondence:
Xiaoying Zhang, Other, Nanchang, China
Rong Chang, Federal Highway Research Institute, Bergisch Gladbach, Germany
Zhixiang Xu, Jiangxi Communications Investment Group Co.,Ltd. Road Network Operation Management Company, Nanchang, China
Zhibing Tan, Other, Nanchang, China
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