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不同老化条件下沥青结合料与集料界面粘结的力学性能

Mechanical Properties of the Interfacial Bond between Asphalt-Binder and Aggregates under Different Aging Conditions.

作者信息

Zhang Xiaorui, Wang Juntian, Zhou Xinxing, Zhang Zhuqiu, Chen Xiaobing

机构信息

School of Transportation, Southeast University, Nanjing 211189, China.

Key Laboratory of Highway Construction and Maintenance Technology in Loess Region, Shanxi Transportation Technology Research & Development Co., Ltd., Taiyuan 030032, China.

出版信息

Materials (Basel). 2021 Mar 5;14(5):1221. doi: 10.3390/ma14051221.

Abstract

Aging has a detrimental impact on the interfacial interaction and bonding between asphalt-binder and aggregates, which influence ultimately on the performance of asphalt mixtures and pavements. Evaluation of the mechanical properties of the interface between the asphalt-binder and aggregates has thus become a hot research topic, particularly as a function of aging. In this study, the interfacial tensile strength, compressive strength, elastic modulus, and interfacial recovery energy were measured and quantified using molecular dynamic simulation. Whilst the free volume of the asphalt mixtures exhibited sensitivity to aging, the interfacial tensile strength decreased with an increase in the degree of aging. In general, the mechanical properties of the asphalt-binder-aggregate interface were found to be significantly dependent on the aggregate type. Furthermore, the study results indicated that interfacial recovery energy is a key characteristic property for characterizing the interfacial adhesive force within asphalt mixtures. Overall, the study of mechanical properties of the asphalt-binder and aggregate interface, as presented in this paper, contributes to quantifying the adhesive properties and improving the performance of asphalt mixtures.

摘要

老化对沥青结合料与集料之间的界面相互作用和粘结有不利影响,最终会影响沥青混合料和路面的性能。因此,评估沥青结合料与集料之间界面的力学性能已成为一个热门研究课题,尤其是作为老化的函数。在本研究中,使用分子动力学模拟测量并量化了界面拉伸强度、抗压强度、弹性模量和界面恢复能。虽然沥青混合料的自由体积对老化表现出敏感性,但界面拉伸强度随老化程度的增加而降低。一般来说,发现沥青结合料 - 集料界面的力学性能显著取决于集料类型。此外,研究结果表明,界面恢复能是表征沥青混合料内界面粘附力的关键特性。总体而言,本文所呈现的沥青结合料与集料界面力学性能研究有助于量化粘附性能并改善沥青混合料的性能。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d803/7961627/0c6cd0332bb0/materials-14-01221-g001a.jpg

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