State of the Art Review of Ageing of Bituminous Binders and Asphalt Mixtures: Ageing Simulation Techniques, Ageing Inhibitors and the Relationship between Simulated Ageing and Field Ageing

IF 2.7 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Infrastructures Pub Date : 2024-01-02 DOI:10.3390/infrastructures9010008
Ahmed Abouelsaad, Greg White, Ali Jamshidi
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Abstract

Asphalt mixtures age during service in the field, primarily as the result of chemical changes in the bituminous binder phase. The ageing phenomenon changes the properties of the asphalt mixture, including the stiffness modulus, the resistance to deformation and the resistance to cracking, and it leads to surface weathering or erosion that often leads to pavement resurfacing. Consequently, many researchers have attempted to understand and to simulate the ageing of bituminous binders and asphalt mixtures in the laboratory. This review of bituminous binder and asphalt mixture ageing considers ageing simulation techniques, the effect of ageing on both bituminous binders and asphalt mixtures, the potential benefits of ageing inhibitors, and efforts to relate simulated laboratory ageing to observed field ageing. It is concluded that ageing has a significant effect on the properties of bituminous binders and asphalt mixtures, and that improved simulated ageing is important for comparing the effect of ageing on different materials and mixtures, as well as for quantifying the potential benefits of ageing inhibitors, which have generally been promising. It is also concluded that current ageing protocols are based on heat only, omitting the important contribution of solar radiation to the weathering and ageing of asphalt surfaces in the field. In the future, different simulated ageing protocols should be developed for binder and mixture samples. Similarly, a different ageing protocol is appropriate for understanding base-layer fatigue, compared to research on surface-layer weathering. Finally, it is concluded that a universal ageing protocol is unlikely to be found and that mixture- and climate-specific protocols need to be developed. However, given the importance of simulated ageing to asphalt researchers, the development of reliable, robust and calibrated laboratory ageing protocols is essential for the future.
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沥青胶结料和沥青混合料老化的最新进展回顾:老化模拟技术、老化抑制剂以及模拟老化与现场老化之间的关系
沥青混合料在现场使用过程中会发生老化,这主要是沥青粘结相发生化学变化的结果。老化现象会改变沥青混合料的性能,包括刚度模量、抗变形能力和抗开裂能力,并导致表面风化或侵蚀,这通常会导致路面重铺。因此,许多研究人员都试图在实验室中了解和模拟沥青粘结剂和沥青混合料的老化过程。这篇关于沥青胶结料和沥青混合料老化的综述考虑了老化模拟技术、老化对沥青胶结料和沥青混合料的影响、老化抑制剂的潜在益处,以及将实验室模拟老化与现场观察到的老化联系起来的努力。得出的结论是,老化对沥青胶结料和沥青混合料的性能有重大影响,改进模拟老化对比较老化对不同材料和混合料的影响以及量化老化抑制剂的潜在益处非常重要,因为老化抑制剂的效果普遍很好。研究还得出结论,目前的老化方案仅基于热量,忽略了太阳辐射对沥青表面实地风化和老化的重要作用。今后,应针对粘结剂和混合料样品制定不同的模拟老化方案。同样,与表层风化研究相比,不同的老化方案适合于了解基层疲劳。最后,结论是不可能找到通用的老化规程,需要制定针对混合物和气候的规程。不过,鉴于模拟老化对沥青研究人员的重要性,制定可靠、稳健和校准的实验室老化协议对未来至关重要。
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来源期刊
Infrastructures
Infrastructures Engineering-Building and Construction
CiteScore
5.20
自引率
7.70%
发文量
145
审稿时长
11 weeks
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