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

机译:不同老化条件下沥青 - 粘合剂与聚集体之间的界面键的力学性能

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摘要

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.
机译:老化对沥青 - 粘合剂和聚集体之间的界面相互作用和键合产生了有害影响,这最终影响沥青混合物和路面的性能。因此,评价沥青 - 粘合剂和聚集体之间的界面的机械性能因此成为一个热门研究课题,特别是作为老化的函数。在该研究中,使用分子动态模拟测量和量化界面拉伸强度,压缩强度,弹性模量和界面恢复能量。虽然沥青混合物的自由体积表现出对老化的敏感性,但界面拉伸强度随着老化程度的增加而降低。通常,发现沥青 - 粘合剂聚集界面的力学性能显着取决于聚集体类型。此外,研究结果表明,界面恢复能量是表征沥青混合物内的界面粘合力的关键特性。总体而言,本文介绍的沥青 - 粘合剂和骨料界面的力学性能研究有助于量化粘合性能并改善沥青混合物的性能。

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