防滑(空气动力学)
环境科学
微粒
沥青路面
沥青
岩土工程
路面
污染
道路扬尘
废物管理
工程类
土木工程
材料科学
复合材料
结构工程
化学
生物
有机化学
生态学
作者
Shenqing Xiao,Chenchen Xi,Li Xu,Jilu Li,Yiqiu Tan
标识
DOI:10.1080/14680629.2023.2229921
摘要
To understand the effect of particulate contaminants on pavement skid resistance, the friction numbers of three surfaces under different pollution conditions (particle size, coverage fraction, and shape factor) were measured using a British Pendulum Tester (BPT). The results show that less than 45% coverage fraction of the particles above 0.3 mm even results in almost 50% friction loss at a low speed of 10 km/h. In this situation, the rougher surface has a stronger holding particles capacity. Moreover, the particle size determining the lowest friction level gradually increases as the surface roughness increases. The particle size of 1.18–2.36 mm is the most typical size range leading to a low friction level. In addition, the friction first drops sharply and then increases slowly with the coverage fraction increases, which also conforms to the Stribeck curve.
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