Lu Ziyu, Chen Anqi, Wu Shaopeng, Li Yuanyuan, Zou Yingxue, Zhu Yunsheng, Wang Kaifeng
School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan 430063, China.
State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Luoshi Road 122, Wuhan 430070, China.
Materials (Basel). 2023 Jun 23;16(13):4545. doi: 10.3390/ma16134545.
Erosion and the stripping effect of moisture on asphalt mixtures is one of the main reasons for the shortened service life of asphalt pavements. The common mean of preventing asphalt pavements from being damaged by moisture is adding anti-stripping agents (ASAs) to asphalt mixtures. However, the effect regularity and mechanism of anti-stripping agents on the physicochemical properties of asphalt is not exactly defined. This study compared the physical properties of ASA-modified asphalt (AMAs) to determine the optimal dosage and investigated the rheological and adhesion properties. Based on the roller bottle method and water immersion method, the moisture susceptibility of AMAs with three particle sizes was investigated. The results showed that the modification of asphalt using anti-stripping agents was a physical modification. At the optimum dosage of anti-stripping agents (0.3%), the basic physical properties of AMA1 were the most desirable. ASA2 increased the resistance of asphalt for deformation at high temperature by 46%, and AMA3 had the best low-temperature performance. ASAs enhanced the dispersed and polar components in the asphalt binder, improving the adhesion energy of asphalt. AMA3 had the strongest adhesion to the aggregate, with an increase in adhesion work by 2.8 times and a 45% of increase in ER value. This was attributed to ASA3 containing with a large number of metal cations and polar functional groups. It was shown that ASAs provided the most improvement in the anti-stripping performance of asphalt mixtures with 9.5-13.2 mm particles. The amide ASA, phosphate ASA and aliphatic amine ASA improved the water damage resistance of asphalt by 65%, 45% and 78%, respectively. This study can help engineers realize the effects of different types of ASAs on the physicochemical properties of asphalt and select the most suitable type of ASAs according to the service requirements.
侵蚀以及水分对沥青混合料的剥离作用是沥青路面使用寿命缩短的主要原因之一。防止沥青路面受水分损害的常见方法是在沥青混合料中添加抗剥落剂(ASA)。然而,抗剥落剂对沥青物理化学性质的作用规律和机理尚未完全明确。本研究比较了抗剥落剂改性沥青(AMA)的物理性能以确定最佳剂量,并研究了其流变性能和粘附性能。基于滚瓶法和水浸法,研究了三种粒径的AMA的抗水损害性能。结果表明,使用抗剥落剂对沥青进行改性是一种物理改性。在抗剥落剂的最佳剂量(0.3%)下,AMA1的基本物理性能最理想。ASA2使沥青在高温下的抗变形能力提高了46%,AMA3具有最佳的低温性能。抗剥落剂增强了沥青结合料中的分散和极性成分,提高了沥青的粘附能。AMA3对集料的粘附力最强,粘附功增加了2.8倍,ER值增加了45%。这归因于ASA3含有大量金属阳离子和极性官能团。结果表明,抗剥落剂对粒径为9.5 - 13.2 mm的沥青混合料的抗剥落性能改善最为显著。酰胺类抗剥落剂、磷酸盐类抗剥落剂和脂肪胺类抗剥落剂分别使沥青的抗水损害能力提高了65%、45%和78%。本研究有助于工程师了解不同类型抗剥落剂对沥青物理化学性质的影响,并根据使用要求选择最合适的抗剥落剂类型。