Journal of South China University of Technology(Natural Science) >

2025 , Vol. 53 >Issue 10: 52 - 59

DOI: https://doi.org/10.12141/j.issn.1000-565X.250014

Traffic Safety

Skid Resistance of Cement Concrete Grooved Pavements Based on a Longitudinal Friction Testing Model

  • ZHANG Dawei ,
  • YE Juntao ,
  • XIE Zhiyu
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  • 1.Institute of Structural Engineering，Zhejiang University，Hangzhou 310058，Zhejiang，China
    2.School of Civil Engineering and Architecture，Zhejiang University of Science and Technology，Hangzhou 310023，Zhejiang，China
张大伟（1981—），男，教授，博士生导师，主要从事钢筋混凝土结构加固研究.E-mail： dwzhang@zju.edu.cn

Received date: 2025-01-14

  Online published: 2025-04-30

Supported by

the National Natural Science Foundation of China(52478283)

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Abstract

Elucidating the interrelationship between pavement and tire factors and skid resistance is of significant importance for reducing traffic accident rates caused by insufficient pavement skid resistance. Through standardized field tests, three-dimensional point cloud data and corresponding friction coefficients were obtained from 100 measured points on real grooved cement concrete pavements. After horizontal calibration and noise reduction processing, reverse modeling was performed to establish pavement models that preserve pavement texture characteristics. Then, according to specifications, the geometric structure of a smooth tire for longitudinal friction testing was established, and a material model was built based on manufacturer-provided data, and a tire-pavement model was assembled and established in abaqus, and the validity of the tire model was verified by comparison with static pressure experiment data. Finally, the validity of the model was verified by comparing the finite element back-analysis values with the experimental measurement values, and the impacts of pavement texture, tire pressure, and speed on pavement skid resistance were analyzed. The results show that the tire model established in this study can reflect real working conditions, and the established tire-pavement model can accurately estimate the adhesion coefficient of the pavement, with an absolute error below 0.05; as the density of pavement surface peak points (Spd) increases, the adhesion coefficient shows an upward trend at both high and low speeds, with a more significant influence at low speeds; with the rise of tire pressure, the adhesion coefficient at each test point exhibits a relatively consistent downward trend, with no significant difference in the magnitude of the decrease. Compared to speed, the impact of tire pressure on the adhesion coefficient is less significant. Compared to vehicle speed, tire inflation pressure demonstrates a less pronounced effect on friction coefficient. The friction coefficient asymptotically approaches a stable value with increasing speed, where this equilibrium is predominantly governed by the pavement’s macrotexture characteristics, while the direct influence of speed itself remains relatively limited.

Key words： road engineering; cement concrete pavement; skid resistance; adhesion coefficient; finite element simulation

Cite this article

ZHANG Dawei , YE Juntao , XIE Zhiyu . Skid Resistance of Cement Concrete Grooved Pavements Based on a Longitudinal Friction Testing Model[J]. Journal of South China University of Technology(Natural Science), 2025 , 53(10) : 52 -59 . DOI: 10.12141/j.issn.1000-565X.250014

References

[1] 黄晓明，郑彬双 ．沥青路面抗滑性能研究现状与展望［J］．中国公路学报，2019，32（4）：32-49.
  HUANG Xiao-ming， ZHENG Bin-shuang ．Research status and progress for skid resistance performance of asphalt pavements［J］．China Journal of Highway and Transport，2019，32（4）：32-49.
[2] 黄元，陶晓丽 ．沥青路面抗滑机理与影响因素分析［J］．西部交通科技，2022（8）：22-24.
  HUANG Yuan， TAO Xiaoli ．Analysis of anti-slip mechanism and influencing factors of asphalt pavements［J］．Western China Communications Science and Technology，2022（8）：22-24.
[3] SHAHRIAR NAJAFI G W F， MEDINA A ．Linking roadway crashes and tire-pavement friction：a case study［J］．International Journal of Pavement Engineering，2017，18（2）：119-127.
[4] 李智，陈伟勇 ．基于胎-面间接触力学特性的沥青路面抗滑模型研究［J］．公路工程，2024，49（5）：71-77，100.
  LI Zhi， CHEN Weiyong ．Research on asphalt pavement skid resistance model based on the mechanical characteristics of tire-pavement contact［J］．Highway Engineering，2024，49（5）：71-77.
[5] 何俊辉，陈海涛，赵艳娜，等 ．基于灰关联法的沥青路面抗滑性能影响因素研究［J］．中外公路，2020，40（6）：47-52.
  HE Junhui， CHEN Haitao， ZHAO Yanna，et al ．Study on factors influencing antiskid performance of asphalt pavement based on grey relational analysis［J］．Journal of China and Foreign Highway，2020，40（6）：47-52.
[6] 李晓宇，何欢，胡江碧 ．基于结构光测量的三维沥青路面纹理研究［J］．中外公路，2022，42（2）：83-89.
  LI Xiaoyu， HE Huan， HU Jiangbi ．Investigation of 3D surface texture of asphalt pavement by structured light measurement［J］．Journal of China and Foreign Highway，2022，42（2）：83-89.
[7] 刘钱丰，韩育刚，李崛，等 ．沥青路面路表宏观纹理参数与路面抗滑性能关系研究［J］．公路工程，2025，50（2）：135-142.
  LIU Qianfeng， HAN Yugang， LI Jue，et al ．Research on the relationship between macroscopic texture para-meters of asphalt pavement surface and pavement skid resistance performance［J］．Highway Engineering，2025，50（2）：135-142.
[8] 谭福兵，贺良，余苗，等 ．基于微观纹理的沥青路面抗滑性能研究［J］．公路工程，2025，50（2）：127-134.
  TAN Fubing， HE Liang， YU Miao，et al ．Research on anti-skid performance of asphalt pavement based on microtexture［J］．Highway Engineering，2025，50（2）：127-134.
[9] SENTHILVELAN J， IZUO H， ENDO T，et al ．Relationship between surface material indices and skid resistance of concrete pavement［J］．Construction and Building Materials，2024，449（10）：138435/1-14.
[10] 彭毅，张政奇，李强，等 ．基于复合分形的路面抗滑随机森林评估模型［J］．应用数学和力学，2024，45（4）：443-457.
  PENG Yi， ZHANG Zhengqi， LI Qiang，et al ．A random forest evaluation model for pavement skid resistance based on comprehensive fractal［J］．Applied Mathematics and Mechanics，2024，45（4）：443-457.
[11] 范胤宏，朱兴一，杨海露，等 ．基于车-路一体联合动力学仿真的路表潮湿及纹理磨耗作用下的道路抗滑性能研究［J］．中国公路学报，2023，36（12）：318-332.
  FAN Yin-hong， ZHU Xing-yi， YANG Hai-lu，et al ．Analysis of effects of worn-out surface texture and wet surface on asphalt pavement skid resistance through FEM-VDM modeling［J］．China Journal of Highway and Transport，2023，36（12）：318-332.
[12] 陈美杰 ．基于有限元方法的胎路接触抗滑性能研究［D］．西安：长安大学，2022.
[13] CUI Xing， CHU Longjia， Tienfang FWA ．Experimental-cum-numerical approach for directional skid resistance measurement of grooved pavements［J］．Measurement，2022，205（12）：112129/1-16.
[14] SHARMA A K， BOUTELDJA M， CEREZO V ．Multi-physical model for tyre-road contact—the effect of surface texture［J］．International Journal of Pavement Engineering，2022，23（3）：755-772.
[15] 中国民用航空局 ．中国民用机场道面测试技术规程［R］．北京：中国民用航空局，2015.
[16] TESTING A A S F，MATERIALS ．Standard specification for a size 4.00-8 smooth tread friction test tire［R］．West Conshohocken：ASTM，2016.
[17] 夏辉 ．斜交轮胎三维有限元建模及静力分析［D］．南京：东南大学，2009.
[18] I on Texture Sub-Committee ．Characterization of pavement texture by use of surface profiles—part 1：determination of mean profile depth［R］．Geneva：International Organization for Standardization，2019.
[19] LI Q J， YANG G， WANG K C P，et al ．Novel macro-and microtexture indicators for pavement friction by using high-resolution three-dimensional surface data［J］．Transportation Research Record，2017，2641（1）：164-176.
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