Technical Papers
Jul 20, 2022

Moisture Damage of Asphalt Based on Adhesion, Microsurface Energy, and Nanosurface Roughness

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 10

Abstract

To explore the influence of water on the multiscale adhesive behavior between asphalt binder and aggregate, the nanosurface morphology and microsurface energy of asphalt binder and the macrobonding force between the asphalt binder and aggregate over different soaking times were examined using atomic force microscopy (AFM) and the pull-off test. Relationships between the macrobonding and the nanosurface roughness as well as the microsurface energy were analyzed. The results demonstrated that the effect of water on the surface morphology of asphalt binder was important. After immersion in water, water-induced bulges occurred on the asphalt binder surface, which further changed the nanosurface roughness and the surface energy of asphalt. As per the sensitivity results, it can be concluded that the surface energy of asphalt and the effective contact area between asphalt and aggregate were reduced because of moisture, thus resulting in the failure of adhesion.

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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 in part by the National Natural Science Foundation of China under Project No. 51908460, by the Open Fund of Key Laboratory for Special Area Highway Engineering of Ministry of Education (Chang’an University) under Project No. 300102219516, and by the Open Fund of Key Laboratory of Road Structure & Materials of Ministry of Transport (Chang’an University) under Project No. 300102219520.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 10October 2022

History

Received: Aug 13, 2021
Accepted: Jan 27, 2022
Published online: Jul 20, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 20, 2022

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Senior Engineer, School of Human Settlements and Civil Engineering, Xi’an Jiaotong Univ., Xi’an, Shaanxi 710049, China. Email: [email protected]
Student, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., Shanghai 201800, China (corresponding author). ORCID: https://orcid.org/0000-0003-2407-041X. Email: [email protected]; [email protected]
Xiaoping Ji [email protected]
Professor, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Assistant Engineer, ShenZhen Wisdri Engineering & Research Co., Ltd., Futian District, Shenzhen 518000, China. Email: [email protected]
Chaohui Wang [email protected]
Professor, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Xiangzheng Fang [email protected]
Engineer, Jinhua Highway and Transportation Management Center, Jinhua, Zhejiang 321013, China. Email: [email protected]

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Cited by

  • Microstructural, Surface Energy, and Thermal Behavior Changes of Virgin and Aged Bitumen after Fusion, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-18290, 36, 9, (2024).
  • Fast 3D Voronoi and Voxel–Based Mesostructure Modeling Method for Asphalt Concrete, Journal of Engineering Mechanics, 10.1061/JENMDT.EMENG-7109, 149, 9, (2023).
  • Effect of aging, testing temperature and relative humidity on adhesion between asphalt binder and mineral aggregate, Construction and Building Materials, 10.1016/j.conbuildmat.2022.129775, 363, (129775), (2023).
  • Numerical Investigation of Asphalt Concrete Fracture Based on Heterogeneous Structure and Cohesive Zone Model, Applied Sciences, 10.3390/app122111150, 12, 21, (11150), (2022).

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