Optimizing pavement skid resistance measurement with texture resolution sensitivity indices

被引:0
作者
Yang, Lintao [1 ]
Liu, Jianquan [1 ]
Tu, Huizhao [1 ]
Gong, Hongren [1 ]
Li, Hao [1 ]
机构
[1] Tongji Univ, Coll Transportat Engn, Key Lab Rd & Traff Engn, Minist Educ, Shanghai 201804, Peoples R China
基金
中国国家自然科学基金;
关键词
Skid resistance; Texture resolution sensitivity indices (TRSI); Texture characterization; Friction coefficient prediction; Dynamic Time Warping; SURFACE-ROUGHNESS; RUBBER-FRICTION; STATE; PROFILE;
D O I
10.1016/j.measurement.2025.116986
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Accurate measurement of pavement skid resistance (SR) is essential for road safety but remains challenging. Surface texture plays a crucial role in SR, yet varying texture resolutions for the same surface can introduce inconsistencies in texture descriptors and friction coefficients. This study introduces Texture Resolution Sensitivity Indices (TRSI) to quantify the impact of texture resolution on SR and the resulting errors. TRSI combines texture characterization (geometric, spectral, and fractal descriptors) with friction coefficient predictions, using the highest resolution or measured coefficients as benchmarks. Multi-resolution datasets were created via downsampling and Dynamic Time Warping for sensitivity analysis. Results show that for geometric descriptors, 0.25 mm marks a critical threshold between macrotexture and microtexture, with sensitivity rising sharply below this value. Spectral analysis indicates that lower resolutions miss high-frequency microtexture details, while macrotexture remains largely unaffected. Although fractal dimensions are scale-independent in theory, lower resolutions increase calculation variability. Persson's rubber-road contact model identified 0.02 mm as the optimal resolution for friction prediction, balancing overestimation at finer scales and underestimation at coarser ones. The proposed TRSI offers a practical tool for selecting texture resolutions, enabling efficient and accurate SR assessments.
引用
收藏
页数:14
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