Characterization and evaluation of coarse aggregate wearing morphology on mechanical properties of asphalt mixture

To evaluate the impact of coarse aggregate morphology on the mechanical performance of the asphalt mixture, the coarse aggregates with diverse wearing times were prepared and the corresponding asphalt mixture samples were compacted. The morphology characteristics of coarse aggregate under diverse wearing times were evalu-ated by an image measurement system. The dynamic modulus test and repeated loading creep tests were carried out to evaluate the viscoelastic properties and permanent deformation resistance of the asphalt mixture. The results indicated that the angularity index and three-dimensional sphericity could well characterize the wearing morphology. With the increase of wearing time, the angularity index of coarse aggregate gradually decreased, and the three-dimensional sphericity gradually increased. The balanced complex modulus Ge* and rheological parameter RG could effectively characterize the viscoelastic properties of asphalt mixture. As the angularity index increased, Ge* increased linearly, and RG decreased linearly. However, the Ge* and RG showed the opposite trend with the increase of three-dimensional sphericity. The flow number FN and the combination parameter epsilon p/FN were the indexes to evaluate resistance to permanent deformation of the asphalt mixture. As the angularity index increased, the value of epsilon p/FN decreased linearly, and FN increased linearly. With the increase of three-dimensional sphericity, epsilon p/FN increases linearly and FN decreases linearly. The research results can provide a reference for the selection of coarse aggregate considering the morphological characteristics, and then improve the performance of asphalt mixture.

Automated summary

In this study, the impact of coarse aggregate morphology on the mechanical performance of asphalt mixture was evaluated. Coarse aggregates with different wearing times were prepared and corresponding asphalt mixture samples were compacted. The morphology characteristics of the aggregates were evaluated using an image measurement system. The viscoelastic properties and permanent deformation resistance of the asphalt mixture were evaluated through dynamic modulus tests and repeated loading creep tests. The research results can provide guidance for selecting coarse aggregate based on morphological characteristics and improving the performance of asphalt mixture.