Beijing Key Laboratory of Traffic Engineering, College of Metropolitan Transportation, Beijing University of Technology, No.100, Pingleyuan, Chaoyang, Beijing 100124, China; Department of Civil and Environmental Engineering, Michigan Technological University, 1400 Townsend Drive, Houghton, MI 49931-1295, United States.
Beijing Key Laboratory of Traffic Engineering, College of Metropolitan Transportation, Beijing University of Technology, No.100, Pingleyuan, Chaoyang, Beijing 100124, China.
Adv Colloid Interface Sci. 2022 Jan;299:102565. doi: 10.1016/j.cis.2021.102565. Epub 2021 Nov 29.
The application of asphalt materials in pavement engineering has been increasingly widespread and sophisticated over the past several decades. Variations in the properties of asphalt binder during mixing, transportation, and paving can affect the performance of asphalt pavement. However, the asphalt material is a non-homogeneous and complex organic substance, consisting of various molecules with widely various molecular weights, elemental compositions, and structures. This complexity leads to difficulties for researchers to clearly and immediately understand the properties of asphalt materials and their variations. The multi-scale research approach combines macroscopic experimental data and microscopic simulation results from a practical engineering perspective. It helps to improve the understanding of asphalt materials. The molecular dynamics (MD) simulation proposes a corresponding molecular model of asphalt material based on experimental data, and the simulation algorithm is able to derive properties similar to those of real asphalt. This paper provides a comprehensive review of the current studies on MD simulation of asphalt materials, including modeling, properties, and multi-scale analysis. As a key part of the computational simulation, this paper discusses the typical asphalt binder and asphalt-aggregate interface models constructed by different groups, and also presents their differences from real samples and their feasibility based on fundamental properties. After the introduction of molecular models, the extensive work made by researchers based on molecular models is categorically reviewed and discussed. The strengths and weaknesses of MD simulation methods in the study of asphalt materials are also summarized in order to provide the reader with a more comprehensive understanding of the relevant contents and to guide subsequent research.
在过去的几十年中,沥青材料在路面工程中的应用越来越广泛和复杂。在混合、运输和铺设过程中,沥青结合料的性能变化会影响沥青路面的性能。然而,沥青材料是一种非均相和复杂的有机物质,由具有广泛不同分子量、元素组成和结构的各种分子组成。这种复杂性使得研究人员难以清楚地、立即地理解沥青材料的性质及其变化。多尺度研究方法结合了宏观实验数据和微观模拟结果,从实际工程的角度出发,有助于提高对沥青材料的认识。分子动力学(MD)模拟根据实验数据提出了相应的沥青材料分子模型,并且模拟算法能够推导出与真实沥青相似的性质。本文对沥青材料的 MD 模拟研究进行了全面综述,包括建模、性质和多尺度分析。作为计算模拟的关键部分,本文讨论了不同小组构建的典型沥青结合料和沥青-集料界面模型,并根据基本性质介绍了它们与真实样品的差异及其可行性。在介绍了分子模型之后,本文对研究人员基于分子模型所进行的广泛工作进行了分类回顾和讨论。还总结了 MD 模拟方法在研究沥青材料方面的优缺点,以便为读者提供对相关内容更全面的了解,并指导后续研究。