Effect of Aggregate Properties on Long-Term Skid Resistance of Asphalt Mixture

被引:21
|
作者
Li, Ping [1 ]
Yi, Keliang [2 ]
Yu, Huanan [1 ]
Xiong, Jianping [3 ]
Xu, Rui [2 ]
机构
[1] Changsha Univ Sci & Technol, Natl Engn Lab Highway Maintenance Technol, 960,2nd Sect,Wanjiali Rd, Changsha 410004, Hunan, Peoples R China
[2] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410004, Hunan, Peoples R China
[3] Guangxi Transpoitat Sci & Technol Grp Co Ltd, 6,Gaoxin 2nd Rd, Nanning 530007, Guangxi Zhuang, Peoples R China
基金
中国国家自然科学基金;
关键词
Asphalt mixture; Skid resistance; Aggregate property; Accelerated wear; PAVEMENT; FRICTION; MODEL;
D O I
10.1061/(ASCE)MT.1943-5533.0003539
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research aimed to evaluate the impact of aggregate characteristics on the skid resistance of pavement. Firstly, the mineral composition, wear-resistance property, angularity, and texture of five types of aggregates were determined. Then, the accelerated-wear test for asphalt mixtures was carried out by self-developed accelerated-wear equipment in the laboratory. Then, the degree of influence of each parameter was evaluated through gray correlation degree and linear regression methods. It was found that the mineral composition of different aggregate types is obviously diverse, and the mineral composition has an impact on the wear-resistance property of aggregate. With the increase of wear cycles, the textural depth of the asphalt mixture decreased, but the British Pendulum Number (BPN) increased slightly in the initial stage of wear. Based on the results, it was suggested that to improve the skid resistance of asphalt mixtures, the abrasion resistance index and shape index of aggregate should be taken into consideration. In addition, improving the aggregate processing technology to improve the angularity index (GA) and sphericity (SP) and to reduce flattening rate (L/S) will have great practical significance for improving the skid resistance of asphalt pavement. (C) 2020 American Society of Civil Engineers.
引用
收藏
页数:7
相关论文
共 50 条
  • [41] Effect of compaction on skid resistance of asphalt pavements
    Kassem, Emad
    Awed, Ahmed
    Masad, Eyad
    FUNCTIONAL PAVEMENT DESIGN, 2016, : 177 - 177
  • [42] Influence of Coarse-Aggregate Angularity on Asphalt Mixture Macroperformance: Skid Resistance, High-Temperature, and Compaction Performance
    Gao, Junfeng
    Wang, Hainian
    Bu, Yin
    You, Zhanping
    Zhang, Xiang
    Irfan, Muhammad
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2020, 32 (05)
  • [43] EFFECT OF HEATING & MIXING ON PROPERTIES OF RECYCLED AGGREGATE AND ASPHALT MIXTURE PREPARED WITH
    Kong, Deyu
    Hu, Honggui
    Ni, Tongyuan
    Liu, Chaoyin
    2ND INTERNATIONAL CONFERENCE ON WASTE ENGINEERING MANAGEMENT, ICWEM 2010, 2010, 73 : 173 - 180
  • [44] Effect of gradations on the final and long-term performance of asphalt emulsion cold recycled mixture
    Zhu, Chongzheng
    Zhang, Henglong
    Guo, Hao
    Wu, Chaofan
    Wei, Chuanwen
    JOURNAL OF CLEANER PRODUCTION, 2019, 217 : 95 - 104
  • [45] Long-term skid resistance evolution and influence mechanism of asphalt pavement based on self-developed wear equipment
    Peng, Wenju
    Li, Ping
    Gao, Jianping
    Liu, Zhaohui
    Wang, Xudong
    Wang, Shuai
    Wu, Wenjie
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 453
  • [46] Effect of long-term ageing on the rheological properties of rejuvenated asphalt binder
    Dhasmana, Heena
    Hossain, Kamal
    Karakas, Ahmet S.
    ROAD MATERIALS AND PAVEMENT DESIGN, 2021, 22 (06) : 1268 - 1286
  • [47] Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements
    Kane, Malal
    Edmondson, Vikki
    DATA IN BRIEF, 2020, 31
  • [48] Effect of fine aggregate angularity on skid-resistance of asphalt pavement using accelerated pavement testing
    Cong Lin
    Wang Tongjing
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 168 : 41 - 46
  • [49] Development of a Model for Asphalt Pavement Skid Resistance Based on Aggregate Characteristics and Gradation
    Rezaei, Arash
    Masad, Eyad
    Chowdhury, Arif
    JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 2011, 137 (12): : 863 - 873
  • [50] Long-term skid resistance of asphalt surfacings: Correlation between Wehner-Schulze friction values and the mineralogical composition of the aggregates
    Kane, Malal
    Artamendi, Ignacio
    Scarpas, Tom
    WEAR, 2013, 303 (1-2) : 235 - 243