Zhao Kang, Song Shijie, Wei Yang, Li Guofen, Guo Feng
College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China.
Materials (Basel). 2023 Sep 14;16(18):6203. doi: 10.3390/ma16186203.
The drainage of asphalt pavement requires the use of a large amount of high-viscosity-modified asphalt, which faces the service environment under dynamic water erosion. The feasibility of recycling high-viscosity-modified asphalt should be investigated to facilitate sustainable infrastructure construction. This study used ultrasonic equipment to simulate dynamic water erosion test conditions and tested the adhesion performance of different types of recycled high-viscosity asphalt at various environmental temperatures. The adhesion energy index and microstructure of recycled high-viscosity asphalt were analyzed using the contact angle test and AFM test. The results demonstrate that the higher the environmental temperature, the worse the anti-stripping performance of recycled high-viscosity asphalt. From the perspective of adhesion performance indicators, a 6% recycling agent dosage is more conducive to restoring the performance of aged high-viscosity -modified asphalt. The AFM test showed that the microstructure of high-viscosity -modified asphalt represented significant changes with an increase in the recycling agent content, and the change in the adhesion force of recycled high-viscosity -modified asphalt was consistent with the results of macroscopic adhesion performance tests. This study illustrates the applicability of implementing regeneration technology for the recycling of aged drainage asphalt pavement.
排水性沥青路面的排水需要使用大量高粘度改性沥青,其面临动态水侵蚀下的服役环境。应研究高粘度改性沥青再生利用的可行性,以促进可持续基础设施建设。本研究采用超声设备模拟动态水侵蚀试验条件,测试了不同类型再生高粘度沥青在不同环境温度下的粘附性能。利用接触角试验和原子力显微镜试验分析了再生高粘度沥青的粘附能指数和微观结构。结果表明,环境温度越高,再生高粘度沥青的抗剥离性能越差。从粘附性能指标来看,6%的再生剂用量更有利于恢复老化高粘度改性沥青的性能。原子力显微镜试验表明,随着再生剂含量的增加,高粘度改性沥青的微观结构发生了显著变化,再生高粘度改性沥青粘附力的变化与宏观粘附性能试验结果一致。本研究说明了实施老化排水沥青路面再生技术的适用性。