Technical Papers
Jan 22, 2022

Discrete-Element Modeling of Mean Texture Depth and Wearing Behavior of Asphalt Mixture

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 4

Abstract

The mean texture depth (MTD) of asphalt pavement surface is an important indicator of skid resistance of asphalt pavement. This paper aimed to analyze the wearing behavior of asphalt mixtures under repetitive tire loads using discrete element modeling (DEM). An algorithm was developed to generate the two-dimensional (2D) microstructure of an asphalt mixture model using DEM considering real shapes of aggregates. The evolution of the surface texture of asphalt mixtures under repeated tire loads was simulated due to aggregate wear and asphalt mortar deformation in DEM. The degradation curve of the MTD of an asphalt mixture with the number of loading cycles was obtained and verified using laboratory testing results. The degradation trend of the MTD was captured as a function of the loading cycle and three fitting parameters that can be obtained from simulation results. A decrease in the MTD of asphalt pavement was found to be significantly affected by the applied stress and tire rubber stiffness. A conversion method was further developed to predict the long-term value of the MTD after a large number of loading cycles. The study findings are useful for understanding the degradation of the surface texture of asphalt mixtures at the microscopic level.

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Data Availability Statement

The mean surface texture data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was partially funded by the Guizhou Transportation Science and Technology Foundation (CN) (Grant No. 2019-122-006), the Natural Science Foundation of Hunan Province (CN) (Grant No. 2020JJ4702), and the Jiangxi Transportation Science and Technology Foundation (CN) (Grant No. 2020H0028).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 4April 2022

History

Received: Apr 16, 2021
Accepted: Sep 2, 2021
Published online: Jan 22, 2022
Published in print: Apr 1, 2022
Discussion open until: Jun 22, 2022

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Authors

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Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China. ORCID: https://orcid.org/0000-0002-2817-3005. Email: [email protected]
Liansheng Gao [email protected]
Doctoral Candidate, School of Civil Engineering, Central South Univ., Changsha 410075, China. Email: [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Rutgers, State Univ. of New Jersey, Piscataway, NJ 08854 (corresponding author). ORCID: https://orcid.org/0000-0001-8666-6900. Email: [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Rutgers, State Univ. of New Jersey, Piscataway, NJ 08854. Email: [email protected]

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Cited by

  • Three-dimensional FEM–DEM coupling simulation for analysis of asphalt mixture responses under rolling tire loads, Construction and Building Materials, 10.1016/j.conbuildmat.2023.130615, 369, (130615), (2023).
  • Evaluate Pavement Skid Resistance Performance Based on Bayesian-LightGBM Using 3D Surface Macrotexture Data, Materials, 10.3390/ma15155275, 15, 15, (5275), (2022).

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