Effects of road particulate contaminants on pavement skid resistance

被引:3
|
作者
Xiao, Shenqing [1 ]
Xi, Chenchen [2 ,3 ]
Xu, Li [4 ]
Li, Jilu [1 ]
Tan, Yiqiu [1 ]
机构
[1] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin, Peoples R China
[2] Key Lab Rd & Bridge Detect & Maintenance Technol Z, Hangzhou, Peoples R China
[3] Zhejiang Sci Res Inst Transport, Hangzhou, Peoples R China
[4] Xinjiang Agr Univ, Sch Transportat & Logist Engn, Urumqi, Peoples R China
基金
中国国家自然科学基金;
关键词
Particulate contaminants; road surface texture; skid resistance; lubrication effect; Stribeck curve; DRY; LUBRICATION; PARTICLES; FRICTION;
D O I
10.1080/14680629.2023.2229921
中图分类号
TU [建筑科学];
学科分类号
0813 ;
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.
引用
收藏
页码:874 / 887
页数:14
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