The Effective Depth of Skid Resistance (EDSR): A Novel Approach to Detecting Skid Resistance in Asphalt Pavements
Asphalt pavement skid resistance, governed by surface texture, is critical for traffic safety. Most research has focused on full-depth textural characteristics, often overlooking the depth of tire-pavement contact under real traffic conditions. This study introduces the concept of the Effective Depth of Skid Resistance (EDSR) to describe the effective depth of tire-asphalt contact, improving skid resistance assessment accuracy. Using blue linear laser scanning, surface textures of three common asphalt pavements with wearing courses-AC-13, AC-16, and SMA-13-were analyzed, and friction coefficients were measured using a British pendulum. After pre-processing three-dimensional texture data, fractal dimensions at various depths were calculated using the box-counting method and correlated with the friction coefficients. Previous studies show an insignificant correlation between full-depth asphalt pavement textures and skid resistance. However, this study found a significant positive correlation between skid resistance and pavement textures at specific depths or the EDSR. A depth with a correlation exceeding 0.9 was defined as the EDSR. Linear formulas were established for each pavement type within these EDSR ranges. A theoretical model was developed for predicting skid resistance, showing an over 80% accuracy against real-world data, indicating its potential for improving road surface performance detection.
Authors
- Yongli Xu (ORCID: https://orcid.org/0000-0002-9625-3410)
- Liming Wang (ORCID: https://orcid.org/0000-0001-8134-6449)
- Yiming Li (ORCID: https://orcid.org/0000-0001-7262-8356)
- Hongguang Wang (ORCID: https://orcid.org/0000-0002-7620-614X)
- Yi Luo (ORCID: https://orcid.org/0000-0001-8740-1912)
Institutions
- Harbin Engineering University (CN)
- Northeast Forestry University (CN)
Publication Details
- Journal
- Materials
- Published
- 2025-03-07
- DOI
- https://doi.org/10.3390/ma18061204
- Primary Topic
- Asphalt Pavement Performance Evaluation
- Type
- article
- Field-Weighted Citation Impact
- 0.00