Microstructure, Fatigue, and Self-Healing Properties of SBS-Modified Asphalt under Ultraviolet Radiation

被引:6
作者
Zhang, Qiang [1 ]
Cui, Yanan [1 ,2 ]
Qiu, Heping [3 ,4 ]
机构
[1] Inner Mongolia Univ Technol, Sch Civil Engn, Hohhot 010051, Peoples R China
[2] Inner Mongolia Univ Technol, Key Lab Civil Engn Struct & Mech, Hohhot 010051, Peoples R China
[3] Changan Univ, Sch Mat Sci & Engn, Xian 710061, Peoples R China
[4] Changan Univ, Minist Educ PR China, Engn Res Cent Pavement Mat, Xian 710061, Peoples R China
基金
中国国家自然科学基金;
关键词
Asphalt mixture; Atomic force microscope; Self-healing performance; Styrene-butadiene-styrene copolymer; Ultraviolet radiation; RHEOLOGICAL PROPERTIES; TEMPERATURE; PERFORMANCE; BINDERS; MIXTURE;
D O I
10.1061/JMCEE7.MTENG-15454
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Asphalt gradually deteriorates under the influence of ultraviolet light, especially at high altitudes or low latitudes, significantly shortening the service life of pavements. In this study, styrene-butadiene-styrene copolymer-modified asphalt was selected to investigate the effects of ultraviolet aging on the basic indexes and micromorphology of asphalt, as well as on the fatigue performance and self-healing ability of asphalt mixtures. The experimental results indicate that ultraviolet radiation exposure increased the content of polar molecules in the asphalt, which gradually aggregated, and the surface roughness of the asphalt increased. With the prolongation of irradiation time, the average value and dispersion degree of Young's modulus associated with the asphalt surface gradually increased. Moisture accelerated the aging of asphalt, increasing penetration and surface roughness; however, it prevented the aggregation of polar molecules. Ultraviolet light weakened the fatigue properties of asphalt mixtures, and the self-healing effect after fatigue gradually deteriorated. The self-healing effect of the asphalt mixture was inversely proportional to the degree of aging and damage, and was proportional to the healing temperature and healing time.
引用
收藏
页数:10
相关论文
共 50 条
[31]   Storage stability of SBS-modified road asphalt: Preparation, morphology, and rheological properties [J].
Sun, Daquan ;
Ye, Fen ;
Shi, Fangzhi ;
Lu, Weimin .
PETROLEUM SCIENCE AND TECHNOLOGY, 2006, 24 (09) :1067-1077
[32]   Investigating the role of sulfur stabilizer in modulating aging properties of SBS-modified asphalt [J].
Zhang, Junjie ;
Sun, Pengwei ;
Ma, Zefeng ;
Dai, Mingxin ;
Zhuo, Rong ;
Zou, Guilian ;
Tan, Yiqiu .
CONSTRUCTION AND BUILDING MATERIALS, 2024, 425
[33]   Non-linear viscoelastic and micromorphological properties of SBS-modified asphalt binder [J].
Zhu, Xiaoxu ;
Miljkovic, Miomir ;
Li, Ruiming ;
Hao, Gengren ;
Chen, Xingyu ;
Wang, Yuhong .
MATERIALS & DESIGN, 2025, 253
[35]   Fatigue behavior of microcapsule-induced self-healing asphalt concrete [J].
Sun, Daquan ;
Li, Bin ;
Ye, Fangyong ;
Zhu, Xingyi ;
Lu, Tong ;
Tian, Yang .
JOURNAL OF CLEANER PRODUCTION, 2018, 188 :466-476
[36]   Fatigue properties and microstructure of graphene oxide/microcapsule self-healing concrete [J].
Cong, Shengyi ;
Cheng, Zhihe ;
Tang, Liang ;
Ling, Xianzhang .
JOURNAL OF BUILDING ENGINEERING, 2023, 70
[37]   Effects of Different Nanofibers on Self-Healing Properties of Composite Modified Emulsified Asphalt [J].
Xia, Wenjing ;
Fan, Suying ;
Li, Chixuan ;
Xu, Tao .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2021, 33 (07)
[38]   Evaluation of rheological and self-healing properties of asphalt containing microcapsules modified with graphene [J].
Wang, Ying-Yuan ;
Tan, Yi-Qiu ;
Lv, Hui-Jie ;
Han, Mei-Zhao .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 357
[39]   Analysis of Microstructure and Self-Healing Characteristics of Asphalt Under Freeze-Thaw Cycle [J].
Xiao, Minmin ;
Ren, Jianguo ;
Dong, Jinyong ;
Li, Chunyan ;
Guo, Xu .
INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY, 2024,
[40]   Comparison of SBS-Modified Asphalt Rheological Properties during Simple-Aging Test [J].
Zhang, Zhuang ;
Han, Sen ;
Han, Xiao ;
Cheng, Xianpeng ;
Yao, Tengfei .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2020, 32 (09)