•  
  •  
 

Corresponding Author

梁乃兴liang nai xing

Abstract

To study the long-term performance of warm mix asphalt mixtures, this paper added three warm mix agents with different cooling mechanisms, including the organic viscosity reducer Sasobit, synthetic zeolite Aspha-min, and surfactant DWMA-1, to realize the warm mixing of mixtures. Meanwhile, the oven heating method was employed to simulate the long-term aging of mixtures. The high and low-temperature performance and water stability of mixtures before and after aging were compared, and the anti-aging properties of warm mix asphalt mixtures were analyzed, with the fatigue cracking resistance of warm mix asphalt mixtures studied via the splitting fatigue test and semi-cylindrical crack propagation test. The results show that Sasobit and Aspha-min improve the high-temperature performance of the mixture, but both degrade the low-temperature performance and water stability of the mixture to varying degrees. DWMA-1 improves the low-temperature performance and water stability of the mixture. The performance of Sasobit and DWMA-1 warm mix asphalt mixtures declines slightly after long-term aging and has sound anti-aging properties. Additionally, Sasobit improves the fatigue life of the mixture, with the specimens exhibiting brittle failure characteristics. Aspha-min and DWMA-1 have little effect on the fatigue performance of the mixture, and the specimens exhibit plastic failure characteristics. The durability indicators of warm mix asphalt mixtures are better than those of hot mix asphalt mixtures.

Publication Date

11-8-2022

DOI

10.14048/j.issn.1671-2579.2022.05.034

First Page

189

Last Page

193

Submission Date

April 2025

Reference

[1] 曹荣吉.温拌沥青技术的发展[J].养护与管理,2014(7):90-96. Cao Rongji. Development of warm mix asphalt technology[J]. Maintenance and Management, 2014(7): 90–96. [2] 李波, 王永宁, 吕镇锋, 等. 温拌沥青混合料及其结合料短期老化后的水敏感性[J]. 中国公路学报, 2017, 30(10): 39-44, 52. LI Bo, WANG Yongning, LYU Zhenfeng, et al. Moisture susceptibility of warm mix asphalt and binders after short-term aging process[J]. China Journal of Highway and Transport, 2017, 30(10): 39-44, 52. [3] 郭娟,王峰.Sasobit-LM 对SBS改性沥青桥面性能的影响 [J].科技通报,2017,33(12):233-236. Guo Juan, Wang Feng. Effect of Sasobit-LM on the performance of sbs modified asphalt for bridge decks[J]. Bulletin of Science and Technology, 2017, 33(12): 233–236. [4] 周沛延. 温拌沥青混合料的长期使用性能[D]. 哈尔滨: 哈尔滨工业大学, 2013. ZHOU Peiyan. Long-term service performance of warm mix asphalt mixture[D]. Harbin: Harbin Institute of Technology, 2013. [5] 王玲. sasobit温拌改性沥青及其混合料性能研究[D]. 南京: 南京理工大学, 2013. WANG Ling. Study on properties of sasobit warm-mixed modified asphalt and its mixture[D]. Nanjing: Nanjing University of Science and Technology, 2013. [6] 孙静, 李中秋, 赵毅, 等. Aspha-min温拌沥青混合料路用性能研究[J]. 中外公路, 2016, 36(4): 280-283. SUN Jing, LI Zhongqiu, ZHAO Yi, et al. Study on road performance of aspha-Min warm mix asphalt mixture[J]. Journal of China & Foreign Highway, 2016, 36(4): 280-283. [7] 柴东然, 李慧, 李正中, 等. 直投式大比例温拌再生技术的研究[J]. 中外公路, 2017, 37(3): 280-284. CHAI Dongran, LI Hui, LI Zhengzhong, et al. Study on direct-throw large proportion warm mix recycling technology[J]. Journal of China & Foreign Highway, 2017, 37(3): 280-284. [8] 黎晓.基于疲劳累积损伤的沥青路面使用寿命预估研究 [D].重庆:重庆交通大学,2014. Li Xiao. Research on the prediction of asphalt pavement service life based on fatigue cumulative damage[D]. Chongqing: Chongqing Jiaotong University, 2014. [9] 黄刚, 张霞, 黄涛. 基于降黏与表面活性的温拌沥青及混合料性能对比[J]. 重庆交通大学学报(自然科学版), 2017, 36(10): 37-44. HUANG Gang, ZHANG Xia, HUANG Tao. Performance comparison of warm asphalt and mixture based on viscosity reducer and surface activity[J]. Journal of Chongqing Jiaotong University (Natural Science), 2017, 36(10): 37-44.

Share

COinS