Iwański Marek, Chomicz-Kowalska Anna, Maciejewski Krzysztof, Iwański Mateusz M, Radziszewski Piotr, Liphardt Adam, Król Jan B, Sarnowski Michał, Kowalski Karol J, Pokorski Piotr
Department of Transportation Engineering, Faculty of Civil Engineering and Architecture, Kielce University of Technology, 25-314 Kielce, Poland.
Department of Building Engineering Technologies and Organization, Faculty of Civil Engineering and Architecture, Kielce University of Technology, 25-314 Kielce, Poland.
Materials (Basel). 2022 Dec 12;15(24):8873. doi: 10.3390/ma15248873.
The present paper investigates the effects of simultaneous mechanical foaming using water and fluxing with a bio-derived agent on the properties of three distinct asphalt binders: 50/70 paving-grade bitumen, 45/80-55 polymer-modified bitumen, and 45/80-80 highly modified asphalt binder. The testing involved classical tests for assessing binder consistency (penetration at 25 °C, ring and ball softening point, Fraass breaking point, and dynamic viscosity) as well as performance tests (high and low Superpave critical temperatures and multiple stress creep recovery). The tests included assessment directly after asphalt binder foaming and were repeated after a 14-day period. It was shown that bitumen foaming had only short-term effects on the asphalt binders, which did not persist in the repeated tests after 14 days. The fluxing agent that was utilized caused significant changes in the consistency of all asphalt binders. The changes in the performance characteristics of the 50/70 and 45/80-55 binders were severe and amounted to a significant decrease in high-temperature performance of these binders. On the other hand, an improvement in all performance characteristics in the case of the 45/80-80 asphalt binder was observed as a result of the applied processes, particularly when measured 14 days after foaming. This study shows that the simultaneous use of foaming and the fluxing additive decreased the dynamic viscosity of the 45/80-80 binder, while improving its properties relating the pavement performance.
本文研究了用水同时进行机械发泡以及用生物衍生剂进行助熔对三种不同沥青结合料性能的影响,这三种结合料分别是:50/70道路级沥青、45/80 - 55聚合物改性沥青以及45/80 - 80高改性沥青结合料。测试包括评估结合料稠度的经典试验(25℃针入度、环球法软化点、弗拉斯脆点和动态粘度)以及性能试验(高温和低温Superpave临界温度和多重应力蠕变恢复)。试验包括在沥青结合料发泡后直接进行评估,并在14天后重复进行。结果表明,沥青发泡对沥青结合料仅产生短期影响,在14天后的重复试验中这种影响并未持续。所使用的助熔剂使所有沥青结合料的稠度发生了显著变化。50/70和45/80 - 55结合料的性能特征变化严重,导致这些结合料的高温性能显著下降。另一方面,对于45/80 - 80沥青结合料,由于所应用的工艺,观察到其所有性能特征均有改善,尤其是在发泡后14天进行测量时。本研究表明,同时使用发泡和助熔添加剂降低了45/80 - 80结合料的动态粘度,同时改善了其与路面性能相关的性能。