He Zhaoyi, Yu Le, You Shiyuan, Li Maorong, Kong Lin, Wei Dingbang
School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China.
Chongqing City Construction Investment Group Co., Ltd., Chongqing 400023, China.
Materials (Basel). 2024 Apr 28;17(9):2077. doi: 10.3390/ma17092077.
The use of warm-mix recycling technology can reduce the mixing temperature and the secondary aging of binders in reclaimed asphalt pavement (RAP), which is one of the effective ways to recycle high-content RAP. In this study, the penetration, softening point, ductility, and viscosity were used to characterize the conventional physical properties of aged asphalt after regenerating, while a dynamic shear rheometer (DSR), force ductility tester (FDT), and atomic force microscope (AFM) were used to evaluate the rheological performance and micro-morphology of aged asphalt incorporating a new bio-based warm-mix rejuvenator (BWR) and a commercial warm-mix rejuvenator (ZJ-WR). The regeneration mechanism of warm-mix rejuvenators on aged asphalt was analyzed by Fourier transform infrared spectroscopy (FTIR). The results show that the new bio-based warm-mix rejuvenator can restore the conventional physical properties, low-temperature performance, and micro-morphology of aged asphalt with an appropriate dosage, but it has a negative effect on high-temperature performance. In comparison with 2D area parameters, 3D roughness parameters were more accurate in evaluating the variation in micro-morphology of aged asphalt after regeneration. The FTIR analysis results indicate that both the new bio-based warm-mix rejuvenator and the commercial warm-mix rejuvenator regenerate aged asphalt by physical action, and and values are more reasonable than the value for the restoration evaluation of aged asphalt. And the new bio-based warm-mix rejuvenator has a better regeneration effect on the performance and micro-morphology of aged asphalt than the commercial warm-mix rejuvenator.
温拌再生技术的应用可以降低再生沥青路面(RAP)中沥青的拌和温度和二次老化程度,这是回收高含量RAP的有效方法之一。在本研究中,采用针入度、软化点、延度和粘度来表征再生后老化沥青的常规物理性能,同时使用动态剪切流变仪(DSR)、强制延度仪(FDT)和原子力显微镜(AFM)来评估添加新型生物基温拌再生剂(BWR)和市售温拌再生剂(ZJ-WR)后老化沥青的流变性能和微观形貌。通过傅里叶变换红外光谱(FTIR)分析温拌再生剂对老化沥青的再生机理。结果表明,新型生物基温拌再生剂在适当剂量下可以恢复老化沥青的常规物理性能、低温性能和微观形貌,但对高温性能有负面影响。与二维面积参数相比,三维粗糙度参数在评估再生后老化沥青微观形貌变化方面更准确。FTIR分析结果表明,新型生物基温拌再生剂和市售温拌再生剂均通过物理作用使老化沥青再生,并且对于老化沥青的恢复评价,和值比值更合理。而且新型生物基温拌再生剂对老化沥青的性能和微观形貌的再生效果优于市售温拌再生剂。