Effect of Smart Aggregate Size on Mesostructure and Mechanical Properties of Asphalt Mixtures

被引:0
|
作者
Li, Yupeng [1 ,2 ]
Mao, Chengxin [3 ]
Sun, Mengyang [1 ]
Hong, Jinlong [3 ]
Zhao, Xin [4 ]
Li, Pengfei [1 ]
Xiao, Jingjing [3 ]
机构
[1] Changan Univ, Sch Highway, Xian 710064, Peoples R China
[2] Fuyang Normal Univ, Sch Business, Fuyang 236041, Peoples R China
[3] Changan Univ, Sch Civil Engn, Xian 710064, Peoples R China
[4] Shaanxi Prov Transport Planning Design & Res Inst, Xian 710075, Peoples R China
关键词
asphalt mixture; smart aggregates; mesostructure; void distribution; dynamic modulus; DISCRETE ELEMENT SIMULATION; MODEL;
D O I
10.3390/coatings14101238
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In recent years, smart aggregates have emerged as a promising tool for monitoring the movement of and changes in particles inside asphalt mixtures. However, there remain significant differences between smart aggregates and real rock aggregates, particularly the lack of an asphalt coating on the surface of smart aggregates. Currently, the research on the impact of smart aggregates themselves on the structure and properties of asphalt mixtures is lacking. Therefore, this study focuses on the influence of smart aggregate size on the mesostructure and mechanical properties of asphalt mixtures. Firstly, based on laboratory tests and the discrete element method (DEM), discrete element models of asphalt mixture specimens containing smart aggregates of various sizes were constructed, followed by simulated compaction tests. The effects of smart aggregate size on the mesostructure of asphalt mixture voids were then analyzed. Lastly, in this study, the changes in the dynamic modulus of asphalt mixtures were explored with increasing smart aggregate size and the underlying mechanisms. The results indicate that as the size of smart aggregates increases, the average void ratio of the asphalt mixture specimens decreases, but the heterogeneity of the void distribution increases. Additionally, with the increase in smart aggregate size, the dynamic modulus of the mixture specimens decreases. Further strain analysis of the specimens suggests that the increase in cross-sectional deformation is the primary cause of the reduction in modulus.
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页数:19
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