Technical Papers
May 26, 2022

Mesogenetic Evaluation and Design of Coarse Aggregate Contact within Asphalt Mixture

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 8

Abstract

To establish a new gene database and asphalt mixture evaluation method, coarse aggregate contact characteristics from the meso perspective serve as a reference for the improvement of fine design and asphalt mixture performance. In this study, a rapid analysis and evaluation software for coarse aggregate contact software was developed. An optimization calculation method for voids in coarse aggregate of asphalt mixture was proposed based on digital image processing techniques. In addition, the meso characteristic gene of coarse aggregate contact for eight different asphalt mixtures was investigated, and the relationship between coarse aggregate contact mesogenetic parameters and the corresponding macrorutting resistance was established. The results indicate that number of contact points is not appropriate as the mesoparameter for evaluating the skeleton of the asphalt mixture; average coordination number, skeleton ratio, and “free” coarse aggregate content can be used to evaluate the mesostructure of the asphalt mixture. Skeleton ratio is the most sensitive mesogenetic parameter affecting rut depth, which can be used as the main control parameter for fine design of asphalt mixture. The limit standards of the skeleton ratio and “free” coarse aggregate content values are 41.32% and 82.89%, respectively, and the range of average coordination numbers is 0.5–1.72. However, the mesodesign parameters cannot reach the standard theoretical value due to the inhomogeneous granular material characteristics of the asphalt mixture. In the asphalt mixture design process, average coordination number is 1.50, skeleton ratio is 23.48%, and “free” coarse aggregate content is 24.94%; these values can be used as the mesoparameter standard for the fine design of skeleton asphalt mixtures.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work was supported by Foshan Land Sea Smart Civil Engineering Material Technology R&D Centre, Special Funded Project of Guangdong Enterprise Science and Technology Special Commissioner in 2020 (Grant No. GDKTP2020036600), Science and Technology Innovation Platform of Foshan City, Guangdong Province, China (Grant No. 2016AG100341), and Natural Science Foundation of Guangdong Province (Sequence No. 2214050007315). The authors thank the editor and anonymous reviewers for their constructive comments and valuable suggestions to improve the quality of the article.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 8August 2022

History

Received: Aug 3, 2021
Accepted: Dec 27, 2021
Published online: May 26, 2022
Published in print: Aug 1, 2022
Discussion open until: Oct 26, 2022

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Assistant Professor, School of Transportation and Civil Engineering and Architecture, Foshan Land Sea Smart Civil Engineering Material Technology R&D Center, Foshan Univ., Foshan, Guangdong 528225, China. ORCID: https://orcid.org/0000-0001-5533-6781. Email: [email protected]
Hehao Liang, Ph.D. [email protected]
Lecturer, School of Transportation and Civil Engineering and Architecture, Foshan Land Sea Smart Civil Engineering Material Technology R&D Center, Foshan Univ., Foshan, Guangdong 528225, China (corresponding author). Email: [email protected]
Duanyi Wang, Ph.D. [email protected]
Professor, School of Civil Engineering and Transportation, South China Univ. of Technology, Wushan Rd., Tianhe District, Guangzhou, Guangdong 510640, China. Email: [email protected]
Tao Liu, Ph.D. [email protected]
Senior Engineer, Shenzhen Yuetong Construction Engineering Co., Ltd., Shenzhen, Guangdong 518019, China. Email: [email protected]

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  • Influence of steel slag incorporation on internal skeletal contact characteristics within asphalt mixture, Construction and Building Materials, 10.1016/j.conbuildmat.2022.129073, 352, (129073), (2022).

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