A Laboratory Investigation into the Polishing Behavior of Stone Matrix Asphalt with Different Lithology Types of Coarse Aggregates

被引:2
|
作者
Miao, Yinghao [1 ]
Wang, Sudi [1 ]
Sun, Fengyan [1 ]
Yang, Jun [1 ]
机构
[1] Univ Sci & Technol Beijing, Natl Ctr Mat Serv Safety, 30 Xueyuan Rd, Beijing 100083, Peoples R China
基金
中国国家自然科学基金;
关键词
stone matrix asphalt; polishing behavior; aggregate lithology; skid resistance; SKID-RESISTANCE; TEXTURE; PREDICTION; EVOLUTION; SURFACES; BINDER; MODEL; WEAR;
D O I
10.1520/JTE20210266
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
Skid resistance durability is an important aspect of pavement durability. A full understanding of pavement polishing behavior is helpful to make improvement in material design to obtain better skid resistance durability. In this paper, the polishing behavior of stone matrix asphalt (SMA) with basalt, red sandstone, and limestone coarse aggregate, respectively, was investigated by a series of laboratory polishing tests. A British pendulum tester, a handheld three-dimensional (3D) laser scanner, and an interference principle based 3D optical microscope were employed to acquire the British pendulum number, 3D macrotexture, and 3D microtexture data, respectively. The test results show that the coarse aggregate lithology has significant influence on the wear behavior of macrotexture. No statistically significant microtexture degradation was recognized in the polishing tests for all the SMA mixtures with different lithology types of coarse aggregates. The skid resistance significantly changes due to polishing, and the skid resistance capability and degradation behavior are closely related to the coarse aggregate lithology. The selection of coarse aggregate lithology is important in SMA mixture design for achieving high polishing resistance. Among the three lithology types of coarse aggregates considered in this study, the basalt coarse aggregate can bring the best polishing resistance, followed by the red sandstone, which can bring similar performance to the basalt can do. The polishing resistance brought by limestone coarse aggregate is relatively low. The findings and conclusions enhance the understanding of the polishing behavior of SMA, which is helpful to improve the skid resistance of asphalt pavement in practice.
引用
收藏
页码:1749 / 1762
页数:14
相关论文
共 50 条
  • [41] Laboratory investigation on fumes generated by different modified asphalt binders
    Li, Hui
    Jia, Ming
    Zhang, Xue
    Wang, Zipeng
    Liu, Yiding
    Yang, Jie
    Yang, Bing
    Sun, Yang
    Wang, Hanbing
    Ma, Hongwei
    TRANSPORTATION RESEARCH PART D-TRANSPORT AND ENVIRONMENT, 2023, 121
  • [42] Effects of Coarse Aggregate Shape Parameters on Workability, Design, and Performance Characteristics of Stone Matrix Asphalt Mixes
    Rajan, Bharat
    Singh, Dharamveer
    TRANSPORTATION RESEARCH RECORD, 2023, 2677 (03) : 1496 - 1511
  • [43] Laboratory Investigation on the Effects of Flaky Aggregates on Dynamic Creep and Resilient Modulus of Asphalt Mixtures
    Mahmud, Mohd Zul Hanif
    Yaacob, Haryati
    Jaya, Ramadhansyah Putra
    Hassan, Norhidayah Abdul
    JURNAL TEKNOLOGI, 2014, 70 (04):
  • [44] Crushing Characteristics of Coarse Aggregates for Asphalt Mixtures under Simulated Laboratory Compaction Loads and Repeated Traffic Loads
    Jiang, Shijia
    Yu, Hao
    Mo, Liantong
    MATERIALS, 2022, 15 (17)
  • [45] Designing Stone-Matrix Asphalt to Optimize Sustainability Using Limestone, Dolomite, and Crushed Gravel Aggregates
    Mainieri, Javier J. Garcia
    Al-Qadi, Imad L.
    JOURNAL OF TRANSPORTATION ENGINEERING PART B-PAVEMENTS, 2025, 151 (01)
  • [46] Laboratory Evaluation of Damage Behavior of Warm Mix Asphalt Containing Steel Slag Aggregates
    Goli, Hadi
    Hesami, Saeid
    Ameri, Mahmoud
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2017, 29 (06)
  • [47] Performance evaluation of stone mastic asphalt mixture with different high viscosity modified asphalt based on laboratory tests
    Luo, Yaofei
    Zhang, Ke
    Li, Peilong
    Yang, Jianhua
    Xie, Xiangbing
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 225 : 214 - 222
  • [48] Experimental and Numerical Analysis on Mesoscale Mechanical Behavior of Coarse Aggregates in the Asphalt Mixture during Gyratory Compaction
    Zhang, De
    Cheng, Zhiqiang
    Geng, Dajiang
    Xie, Shengjia
    Wang, Tao
    PROCESSES, 2022, 10 (01)
  • [49] Laboratory Investigation of the Ageing of Dense Graded and Stone Mastic Asphalt Mixtures for Runway Surfacing
    White, Greg
    Abouelsaad, Ahmed
    13TH INTERNATIONAL CONFERENCE ON ROAD AND AIRFIELD PAVEMENT TECHNOLOGY 2023, 2023, : 186 - 202
  • [50] Laboratory evaluation of the effect of styrene-butadiene-styrene - montmorillonite nanocomposite on rheological behavior of bitumen and performance of stone matrix asphalt mixtures
    Babagoli, Rezvan
    Mohammadi, Reza
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2017, 44 (09) : 736 - 742