Camargo Ingrid Gabrielle do Nascimento, Hofko Bernhard, Mirwald Johannes, Grothe Hinrich
Institute of Transportation, TU Wien, Gusshausstrasse 28/E230-3, 1040 Vienna, Austria.
Institute of Materials Chemistry, TU Wien, Getreidemarkt 9/E-165-01-5, 1060 Vienna, Austria.
Materials (Basel). 2020 Oct 6;13(19):4438. doi: 10.3390/ma13194438.
Aging of asphalt binders is one of the main causes of its hardening, which negatively affects the cracking and fatigue resistance of asphalt binders. Understanding asphalt aging is crucial to improve the durability of asphalt pavements. In this regard, this study aims at understanding and differentiating the effect of temperature and oxygen uptake on the aging mechanisms of unmodified asphalt binders. For that, four laboratory aging procedures were employed. The two standardized procedures, rolling thin-film oven test (RTFOT) and pressure aging vessel (PAV), were considered to simulate the short-term and long-term aging of the asphalt binders, respectively. In addition, two thin-film aging test procedures, the nitrogen atmosphere oven aging test (NAAT) and ambient atmosphere oven aging test (OAAT) were employed to assess the effect of thermal and oxidative aging on unmodified asphalt binder properties. The NAAT procedure is based on the principle that the inert gas minimizes the oxidative aging. The rheological and chemical characterization showed that the high temperatures considered during the NAAT procedure did not change the properties of the unmodified asphalt binders. Therefore, it can be hypothesized that no significant thermal and oxidative aging was observed during NAAT aging procedure for the considered binders and that oxidative aging is the main cause for the hardening.
沥青结合料的老化是其硬化的主要原因之一,这对沥青结合料的抗裂性和抗疲劳性产生负面影响。了解沥青老化对于提高沥青路面的耐久性至关重要。在这方面,本研究旨在了解和区分温度和吸氧对未改性沥青结合料老化机制的影响。为此,采用了四种实验室老化程序。两种标准化程序,即旋转薄膜烘箱试验(RTFOT)和压力老化容器(PAV),分别用于模拟沥青结合料的短期和长期老化。此外,采用两种薄膜老化试验程序,即氮气气氛烘箱老化试验(NAAT)和环境气氛烘箱老化试验(OAAT),来评估热老化和氧化老化对未改性沥青结合料性能的影响。NAAT程序基于惰性气体可将氧化老化降至最低的原理。流变学和化学表征表明,NAAT程序中所考虑的高温并未改变未改性沥青结合料的性能。因此,可以假设在所考虑的结合料的NAAT老化过程中未观察到显著的热老化和氧化老化,且氧化老化是硬化的主要原因。