Enhancing sustainability via chemistry-informed design of bituminous composites: Unveiling the underlying molecular level mechanisms of moisture-induced damages

IF 9.2 2区 工程技术 Q1 ENERGY & FUELS
Farideh Pahlavan , Zhiyang Liu , Mohmmadjavad Kazemi , Elham H. Fini
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Abstract

Moisture-induced damage at the asphalt binder–aggregate interface is a major factor in the premature failure of asphalt mixtures when exposed to moisture. While studies often relate moisture damage to aggregate types and compositions, this paper highlights the role of asphalt binder's acid value as a major contributing factor to moisture damage. While polar alkane acids in asphalt can improve adhesion in dry conditions, their high acid content exacerbates water-induced degradation at asphalt binder–aggregate interface. This study investigates the molecular-level mechanisms underlying moisture susceptibility, focusing on the role of asphalt's acid value in influencing desorption and water retention at the asphalt–aggregate interface. A combination of laboratory experiments, including contact angle measurements and moisture-induced shear-thinning index (MISTI) tests, and computational methods such as molecular dynamics (MD) simulations and density functional theory (DFT) calculations was employed. Experimental results revealed that binders with higher acid content exhibit increased moisture susceptibility, with contact angles as high as 155° for high-acid binders, a 2.65 % increase compared to neat asphalt binder. MISTI values also showed greater deviation from unity for high-acid binders, indicating weakened interfacial adhesion. MD simulations identified a critical acid content threshold of 8 %, beyond which hexadecenoic acid accumulates at the silica-water interface, forming micelles and disrupting adhesion. DFT calculations quantified the adsorption energy of hexadecenoic acid on silica as −36.7 kcal/mol, significantly higher than most asphalt components (−20.8 kcal/mol), further driving acid migration to interface, hence weakening the interface resistance to moisture damage. These findings emphasize the importance of chemistry-informed design of asphalt mixtures to optimize interfacial binding when exposed to moisture. By minimizing acid value in asphalt, particularly when using modifiers and rejuvenators, the durability of asphalt pavements can be significantly enhanced, reducing moisture-induced damage and promoting sustainable construction practices.
通过沥青复合材料的化学信息设计增强可持续性:揭示水分诱导损伤的潜在分子水平机制
沥青粘结剂-骨料界面受潮损伤是沥青混合料受潮时过早破坏的主要原因。虽然研究通常将湿损伤与骨料类型和组成联系起来,但本文强调沥青粘结剂的酸值是造成湿损伤的主要因素。虽然沥青中的极性烷烃酸可以改善干燥条件下的附着力,但它们的高酸含量加剧了沥青粘结剂-骨料界面的水致降解。本研究探讨了水敏感性的分子水平机制,重点研究了沥青酸值对沥青-骨料界面解吸和保水的影响。结合实验室实验,包括接触角测量和水分诱导剪切减薄指数(MISTI)测试,以及分子动力学(MD)模拟和密度泛函理论(DFT)计算等计算方法。实验结果表明,酸含量越高的粘结剂对水的敏感性越高,其接触角高达155°,比纯沥青粘结剂提高了2.65%。MISTI值也显示高酸性粘合剂的一致性偏差更大,表明界面附着力减弱。MD模拟确定了临界酸含量阈值为8%,超过这个阈值,十六烯酸会在硅-水界面积聚,形成胶束并破坏粘附。DFT计算量化了十六烯酸在二氧化硅上的吸附能为−36.7 kcal/mol,显著高于大多数沥青组分(−20.8 kcal/mol),进一步推动酸向界面迁移,从而削弱了界面对水分破坏的抵抗能力。这些发现强调了沥青混合料化学设计的重要性,以优化暴露于水分时的界面结合。通过尽量减少沥青中的酸值,特别是在使用改性剂和恢复剂时,沥青路面的耐久性可以显着提高,减少水分引起的损坏,促进可持续的施工实践。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Sustainable Materials and Technologies
Sustainable Materials and Technologies Energy-Renewable Energy, Sustainability and the Environment
CiteScore
13.40
自引率
4.20%
发文量
158
审稿时长
45 days
期刊介绍: Sustainable Materials and Technologies (SM&T), an international, cross-disciplinary, fully open access journal published by Elsevier, focuses on original full-length research articles and reviews. It covers applied or fundamental science of nano-, micro-, meso-, and macro-scale aspects of materials and technologies for sustainable development. SM&T gives special attention to contributions that bridge the knowledge gap between materials and system designs.
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