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
相关论文
共 50 条
  • [31] Effect of aggregate spacing on skid resistance of asphalt pavement
    Fwa, TF
    Choo, YS
    Liu, YR
    JOURNAL OF TRANSPORTATION ENGINEERING, 2003, 129 (04) : 420 - 426
  • [32] WET WEATHER ACCIDENTS AND PAVEMENT SKID RESISTANCE.
    Hegmon, Rudolph R.
    Public Roads, 1981, 45 (02) : 68 - 74
  • [33] Pavement skid resistance properties for safe aircraft operations
    Fwa, T.F.
    Journal of Road Engineering, 2024, 4 (04) : 361 - 385
  • [34] Consideration of fractals potential in pavement skid resistance evaluation
    Kokkalis, AG
    Tsohos, GH
    Panagouli, OK
    JOURNAL OF TRANSPORTATION ENGINEERING, 2002, 128 (06) : 591 - 595
  • [35] Review on detection and prediction methods for pavement skid resistance
    Tan Y.-Q.
    Xiao S.-Q.
    Xiong X.-T.
    1600, Chang'an University (21): : 32 - 47
  • [36] Study on the Skid Resistance Deterioration Behavior of the SMA Pavement
    Wei, Jincheng
    Zhang, Zhengchao
    He, Yulin
    Tan, Qianwen
    Yang, Xiangpeng
    Wang, Dawei
    Oeser, Markus
    SUSTAINABILITY, 2022, 14 (05)
  • [37] Contribution of short coconut fiber to pavement skid resistance
    Hadiwardoyo, Sigit Pranowo
    Sumabrata, R. Jachrizal
    Jayanti, Puspita
    ADVANCES IN MATERIALS, PROCESSING AND MANUFACTURING, 2013, 789 : 248 - 254
  • [38] Threshold values for the skid resistance of road surfaces
    Steinauer, B
    TIRES, CHASSIS, ROADS, 2001, 1632 : 57 - 67
  • [39] Continuous evaluation of the road skid resistance with ViaFriction
    Wang, Dawei
    Schacht, Andreas
    Schmidt, Stefan
    Oeser, Markus
    Steinauer, Bernhard
    Chen, Xianhua
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4, 2013, 405-408 : 1791 - +
  • [40] Threshold values for the skid resistance of road surfaces
    Steinauer, Bernhard
    VDI Berichte, 2001, (1632): : 57 - 67