Polyurethane-bound porous mixture (PPM) is a new type of pavement material that has shown some potential for overcoming common asphalt mixtures mechanical failures. However, little research has been done on its skid resistance performance. This work presents a comparative study of the skid resistance development between PPM and asphalt mixtures at their early stage. In this study, the three mixtures were bonded by three type binders. The three type binders were polyurethane, 70# virgin bitumen, and styrene-butadiene-styrene (SBS) modified asphalt. In order to distinguished the three type mixtures, we named them PPM, BAM, and SAM respectively. A Taber abraser was used to test the polishing property of binders. A third-scale model mobile loading simulator (MMLS3) was used to simulate the traffic loadings on mixtures, and a British pendulum tester was used to measure the skid resistance of the three types of mixtures in the loading process. The binder polishing test results show a good linear relationship between the binder's mass loss and the polishing cycle. The slope of the fitting line of the two parameters was defined as binder coefficient (BC) to characterize the polishing property of the binder. The mixture test results show that the skid resistance development trend of three mixtures is similar, as it first increases, then decreases, then finally flattens. However, the British pendulum number peak value and stable value of PPM are lower than that of SAM. The order of the number of loading times of peak (NLTP) of the three mixtures is SAM>PPM>BAM. Another good linear relationship is found between BC and NLTP, and the R2 of the fitting model is 0.85, which indicates that the polishing property of binder is effective for predicting the moment of occurrence of the mixture skid resistance peak.

The effect of stone resource characteristics on flatness and elongation ratio of coarse aggregate was studied. A statistical analysis was conducted for investigating the flatness and elongation ratio in seven kinds of processed aggregates using jaw crusher. Properties then such as apparent density, uniaxial compressive strength, crushing value and Vickers hardness value were measured, from which the relationships between the resource characteristics and flatness and elongation ratio are developed. The results indicate that with the increase of apparent density, uniaxial compressive strength, and Vickers hardness, the flatness and elongation ratio decreases. However, a positive relationship is found between the crushing value and the flatness and elongation ratio. A high correlation is observed between the crushing value, Vickers hardness value and the flatness and elongation ratio.