Maciejewski Krzysztof, Ramiączek Piotr, Remisova Eva
Department of Transportation Engineering, Faculty of Civil Engineering and Architecture, Kielce University of Technology, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland.
Department of Highway and Environmental Engineering, Faculty of Civil Engineering, University of Zilina, Univerzitna 8215/1, 01001 Zilina, Slovakia.
Materials (Basel). 2021 Oct 20;14(21):6229. doi: 10.3390/ma14216229.
The presented study explores the effects of decreased temperatures utilized in rolling thin-film oven (RTFOT) laboratory short-term ageing of asphalt binders based on 35/50- and 50/70-penetration paving-grade bitumen. Additionally, the effects of three additives used with these binders at different concentrations are evaluated: liquid anti-stripping agent, liquid warm-mix additive, and solid warm-mix additive. The resulting asphalt binders were subjected to basic (penetration at 25 °C, softening point, dynamic viscosity) and functional high-temperature characterization (G*/sin(δ), high critical temperature, non-recoverable creep compliance). It was found that the decreased short-term ageing temperatures may detrimentally impact the high-temperature grade of bituminous binders, but this effect can be mitigated by the use of appropriate additives. What is more, it was found that bituminous binders may respond differently to the aforementioned factors. Based on the results, it is advised that asphalt binders intended for use in warm-mix asphalts should be thoroughly tested to appropriately simulate the mixture production process and its effects.
本研究基于针入度为35/50和50/70的道路石油沥青,探讨了在薄膜烘箱(RTFOT)实验室短期老化过程中降低温度对沥青结合料的影响。此外,还评估了三种添加剂在不同浓度下与这些结合料一起使用时的效果:液体抗剥落剂、液体温拌添加剂和固体温拌添加剂。对所得沥青结合料进行了基本性能(25℃针入度、软化点、动态粘度)和功能性高温特性(G*/sin(δ)、高温临界温度、不可恢复蠕变柔量)测试。结果发现,短期老化温度降低可能会对沥青结合料的高温等级产生不利影响,但使用适当的添加剂可以减轻这种影响。此外,还发现沥青结合料对上述因素的反应可能不同。基于这些结果,建议对用于温拌沥青的沥青结合料进行全面测试,以适当模拟混合料生产过程及其效果。