Li Maorong, He Zhaoyi, Yu Jiahao, Yu Le, Shen Zuzhen, Kong Lin
School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China.
National and Local Joint Engineering Laboratory of Traffic Civil Engineering Materials, Chongqing Jiaotong University, Chongqing 400074, China.
Materials (Basel). 2024 Nov 1;17(21):5361. doi: 10.3390/ma17215361.
In research aimed at improving the brittleness of WER (waterborne epoxy)-modified emulsified asphalt, commonly encountered issues are that the low-temperature performance of this type of asphalt becomes insufficient and the long curing time leads to low early strength. Matrix-emulsified asphalt was modified with WPU (waterborne polyurethane), WER, and DMP-30 (accelerator). Firstly, the performance changes of modified emulsified asphalt at different single-factor dosages were explored through conventional performance tests and assessments of its adhesion, tensile properties, and curing time. Secondly, based on a response surface methodology test design, the material composition of the composite-modified emulsified asphalt was optimized, and its rheological properties were analyzed by a DSR test and a force-ductility test. Finally, the modification mechanism was explored by scanning electron microscopy (SEM) and Fourier transform infrared spectroscopy (FTIR). The results show that WER can improve the adhesion strength of modified emulsified asphalt and greatly reduce elongation at break. WPU can effectively improve the elongation at break of composite-modified emulsified asphalt, but it has a negative impact on adhesion strength. DMP-30 mainly affects the curing time of modified emulsified asphalt; EPD (composite modification) can effectively improve the high-temperature rutting resistance of matrix-emulsified asphalt, and its low-temperature performance is significantly improved compared with WER-modified emulsified asphalt. The EPD modification process mainly consists of physical blending. In the case of increasing the curing rate, it is recommended that the contents of WER and WPU be lower than 10% and 6%, respectively, to achieve excellent comprehensive performance of the composite modification.
在旨在改善水性环氧树脂(WER)改性乳化沥青脆性的研究中,常见的问题是这类沥青的低温性能不足,且固化时间长导致早期强度低。采用水性聚氨酯(WPU)、WER和DMP - 30(促进剂)对基质乳化沥青进行改性。首先,通过常规性能测试以及对其粘附性、拉伸性能和固化时间的评估,探究不同单因素剂量下改性乳化沥青的性能变化。其次,基于响应面法试验设计,对复合改性乳化沥青的材料组成进行优化,并通过动态剪切流变仪(DSR)试验和力 - 延性试验分析其流变性能。最后,通过扫描电子显微镜(SEM)和傅里叶变换红外光谱(FTIR)探究改性机理。结果表明,WER可提高改性乳化沥青的粘附强度,并大幅降低断裂伸长率。WPU能有效提高复合改性乳化沥青的断裂伸长率,但对粘附强度有负面影响。DMP - 30主要影响改性乳化沥青的固化时间;EPD(复合改性)可有效提高基质乳化沥青的高温抗车辙性能,其低温性能与WER改性乳化沥青相比有显著提高。EPD改性过程主要为物理共混。在提高固化速率的情况下,建议WER和WPU的含量分别低于10%和6%,以实现复合改性的优异综合性能。