Characterizing Heterogeneity of Asphalt Mixture Based on Aggregate Particles Movements

被引:48
|
作者
Zhang, Jiupeng [1 ]
Li, Xueqian [1 ]
Ma, Weisi [1 ]
Pei, Jianzhong [1 ]
机构
[1] Changan Univ, Sch Highway, Middle Sect Nanerhuan Rd, Xian 710064, Shaanxi, Peoples R China
基金
中国博士后科学基金;
关键词
Heterogeneity; Aggregate particle; Movements; Asphalt mixture; Temperature; Loading; BEHAVIOR;
D O I
10.1007/s40996-018-0125-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to evaluate the movements characteristics of aggregate particles in asphalt mixture under loading and temperature effects and to study the heterogeneity of asphalt mixture, rutting tests were conducted. Firstly, AC-20, AC-25, SMA-20 and SMA-25 specimens with the baseline labeled on sections were selected to conduct rutting tests. Then the section images at different loading times and different temperature were handled by digital image processing to study the aggregate particle movement behavior by means of aggregate particle movement parameters. Finally, the asphalt mixture heterogeneity was analyzed by the defined heterogeneity area and homogeneity area. The results show that the longitudinal displacement of aggregates is significantly greater than the lateral displacement of aggregates under the standard axle load. The aggregate particles irregular movement area for gap-graded asphalt mixture is greater than dense-graded asphalt mixture at the same temperature and loading. And the temperature or loading increasing can lead to the increase of the heterogeneity area.
引用
收藏
页码:81 / 91
页数:11
相关论文
共 50 条
  • [1] Characterizing Heterogeneity of Asphalt Mixture Based on Aggregate Particles Movements
    Jiupeng Zhang
    Xueqian Li
    Weisi Ma
    Jianzhong Pei
    Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2019, 43 : 81 - 91
  • [2] Coarse aggregate movements during compaction and their relation with the densification properties of asphalt mixture
    Li, Jiange
    Li, Peilong
    Su, Jinfei
    Yang, Liangdong
    Wu, Xu
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2021, 22 (08) : 1052 - 1063
  • [3] Evaluation of asphalt rutting based on mixture aggregate gradation
    Lira, Bernardita
    Ekblad, Jonas
    Lundstrom, Robert
    ROAD MATERIALS AND PAVEMENT DESIGN, 2021, 22 (05) : 1160 - 1177
  • [4] Influence of asphalt mixture workability on the distribution uniformity of asphalt, aggregate particles and asphalt film during mixing process
    Chen, Bei
    Yu, Xin
    Dong, Fuqiang
    Zu, Yuanzhe
    Huang, Jiandong
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 377
  • [5] Research on the migration law of aggregate particles in the compaction process of asphalt mixture based on discrete element method
    Chen, Bei
    Yu, Xin
    Cai, Yingchun
    Dong, Fuqiang
    Huang, Jiandong
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 445
  • [6] Effects of flat and elongated particles content in coarse aggregate on asphalt mixture structure
    Ji L.
    Liu H.
    Zhang L.
    Li J.
    He W.
    Xiu C.
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2018, 50 (09): : 40 - 46
  • [7] Gradation theory of asphalt mixture aggregate based on fractal theory
    Yang, Ruihua
    Zhou, Qiancheng
    PROCEEDINGS OF THE 2017 5TH INTERNATIONAL CONFERENCE ON MACHINERY, MATERIALS AND COMPUTING TECHNOLOGY (ICMMCT 2017), 2017, 126 : 206 - 214
  • [8] Random generation algorithm for simulation of polyhedral particles in asphalt mixture aggregate and its program
    School of Highway, Chang'an University, Xi'an 710064, China
    不详
    不详
    不详
    Zongguo Gonglu Xuebao, 2007, 3 (5-10):
  • [9] Simulation method of asphalt mixture based on fracturable digital aggregate model
    Li, Zhi
    Zhang, Hao
    Yu, Zhong
    Jin, Hongcheng
    Wu, Wenliang
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 439
  • [10] Evaluation of aggregate gradation and distributing homogeneity based on the images of asphalt mixture
    Zhang, Jiupeng
    Liu, Huanjiao
    Wang, Pengzhi
    Pei, Jianzhong
    Bao, Dexiang
    Jin, Long
    ROAD MATERIALS AND PAVEMENT DESIGN, 2017, 18 : 119 - 129