Technical Papers
Sep 30, 2024

Evaluation of the Characteristics of the Interface between Saline–Alkaline Solutions and Bitumen through Molecular Dynamics Simulations

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 12

Abstract

Saline–alkaline solutions have a detrimental impact on the durability of bituminous pavements. Thus, it is important to understand the interaction between saline–alkaline environments and bitumen and investigate the corresponding interfacial characteristics. In this study, molecular dynamics simulations were carried out to evaluate the interfacial interaction behavior between different saline–alkaline solutions and bitumen. The interaction energy, mean square displacement, interfacial molecular arrangement, and Na+ distribution were analyzed for different bitumen-solution systems. The results revealed that the interaction between bitumen and alkaline salt solutions is more powerful than between bitumen and neutral salt solutions. The damaging impact of different solutions on bitumen can be written as: alkaline salt solution > neutral salt solution > deionized water. Oxidative aging can further strengthen the interaction between saline solutions and bitumen. Bitumen molecules diffusion is the fastest in an alkaline salt solution, as indicated by the high diffusion coefficient. Furthermore, adsorption occurs at the interface between a neutral salt solution and bitumen, leading to interspersing of the salt and bitumen molecules. The water molecules and Na+ ions in an alkaline salt solution can penetrate the bitumen surface, leading to a more chaotic molecular arrangement at the interface. The interfacial film formed in the bitumen-alkaline solution system has the highest thickness owing to the extremely strong interaction. Furthermore, Na+ ions aggregate at the bitumen surface, and aging accelerates the diffusion of Na+ ions toward the bitumen surface.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors thank the National Natural Science Foundation of China for providing financial support (No. 51708513) and the First-class Project Special Funding of Yellow River Laboratory (Zhengzhou University) (YRL22IR15).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 12December 2024

History

Received: Dec 21, 2023
Accepted: May 2, 2024
Published online: Sep 30, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 28, 2025

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Associate Professor, School of Water Conservancy and Transportation, Zhengzhou Univ., Zhengzhou 450001, China. Email: [email protected]
Master’s Candidate, School of Water Conservancy and Transportation, Zhengzhou Univ., Zhengzhou 450001, China. Email: [email protected]
Jinchao Yue [email protected]
Professor, School of Water Conservancy and Transportation, Zhengzhou Univ., Zhengzhou 450001, China. Email: [email protected]
Engineer, Gezhouba Group Transportation Investment Co., Ltd., 162 Qiaokou Rd., Qiaokou District, Wuhan 430000, China (corresponding author). ORCID: https://orcid.org/0000-0002-0394-4555. Email: [email protected]

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