Abstract

Under the repeated loading, the continuous impact and friction of tires on aggregates resulted in some changes in their morphology, which may cause rutting, decrease in skid resistance, and fatigue damage of the road. In order to explore specific changes in coarse aggregate morphology, the Los Angeles abrasion test was used to simulate the force exerted on coarse aggregates and the morphologies of different aggregates before and after abrasion were compared. Four types of coarse aggregates were selected and their mineral compositions were analyzed by X-Ray Diffraction (XRD). The morphological characteristics were measured using Aggregate Image Measurement System (AIMS-Ⅱ), including angularity, surface texture, sphericity and Flat and Elongation (F and E) ratio. Results showed that the angularity value for each type of aggregates significantly reduced after abrasion and the angularity reductions of various aggregates were consistent with the results of abrasion test, indicting the angularity reduction was the main component of abrasion loss. Whereas, there was no significant different between the surface texture of coarse aggregates before and after abrasion. For shape properties, both sphericity and F and E ratio results showed that aggregates with excessively high F and E ratio were easy to break, which might cause rutting and were harmful to pavement. Therefore, for pavements with high performance requirement, coarse aggregates with large angularity and low abrasion value should be preferred, whereas the quantity of particles with excessively high F and E ratio should be controlled.

Highlights

  • Under the repeated traffic loading, various damages such as rutting, decrease in skid resistance, water damage and fatigue cracking occurred on the pavement

  • The abrasion resistance of aggregates has a strong correlation with the skid resistance of pavement [4]

  • Beside the crushed stone aggregate, the recycled aggregates’ abrasion resistance and morphological characteristics have a significant effect on the pavement performances of asphalt mixture [17,18,19]

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Summary

Introduction

Under the repeated traffic loading, various damages such as rutting, decrease in skid resistance, water damage and fatigue cracking occurred on the pavement. Along with physical properties (i.e., water absorption, abrasion and impact) [6,7,8,9], the morphological characteristics of coarse aggregates (i.e., shape, angularity, and surface texture) have a direct correlation with the functional and structural performance of pavement layers [10,11,12,13]. Beside the crushed stone aggregate, the recycled aggregates’ abrasion resistance and morphological characteristics have a significant effect on the pavement performances of asphalt mixture [17,18,19]. Angularity shows the corner sharpness of aggregates, which has a significant influence on the anti-skid performance and rut resistance of asphalt pavement [24,25,26]. This study has practical guidance for predicting and improving the pavement performance of asphalt mixtures

Materials and Instruments
Los Angeles Abrasion Test
Angularity
Surface Texture
Mineral Compositions
Abrasion
It canfor be seen type from Figure
Sphericity
Full Text
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