Affiliation:
1. Central South University, School of Civil Engineering, Changsha 410075, China
Abstract
Abstract
Pavement skid resistance is critical for contributing to traffic safety. In this study, two pavement specimens were fabricated using different aggregate gradations and binder contents. Compaction efforts were made to ensure the same porosity of the two specimens. Some parameters related to the surface morphology were measured using the sand patching method and a 3D laser. The parameters include mean texture depth (MTD), interface roughness (Ra), skewness (Rsk), kurtosis (Rku), fractal dimension (D) and parameters related to material ratio curve. Relationships between these parameters and skid resistance were quantitatively developed. Skid resistance increased along with the increase of MTD, Raand D. From the surface A to surface B, MTDincreased from 0.23 to 1.10 mm, Ra increased from 0.93 to 1.80 mm, Dincreased from 2.25 to 2.43 and the British Pendulum Number increased from 80 to 97 accordingly. The comprehensive analysis could assist scholars and practitioners to facilitate the understanding of tyre-pavement interaction and further assist pavement design.
Funder
National Natural Science Foundation of China
Publisher
Oxford University Press (OUP)
Subject
Engineering (miscellaneous),Safety, Risk, Reliability and Quality,Control and Systems Engineering
Reference41 articles.
1. Friction measurement methods and the correlation between road friction and traffic safety: a literature review;Wallman,2001
2. Study on freeway operational safety management system under ice climate;Lu;J Highway Transport Res Develop,2009
3. An assessment of the skid resistance effect on traffic safety under wet-pavement conditions;Mayora;Accid Anal Prev,2009
4. Using portable falling weight deflectometer to determine treatment depth of subgrades in highway reconstruction of Southern China;Zhang;Transport Saf Envt,2020
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