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ZHOU Xing-lin, LIU Wan-kang, XIAO Wang-xin, RAN Mao-ping, HUANG Xiao-ming. Influence of asphalt mixture volume indexes on asphalt pavement skid resistance performance[J]. Journal of Traffic and Transportation Engineering, 2017, 17(6): 1-9.
Citation: ZHOU Xing-lin, LIU Wan-kang, XIAO Wang-xin, RAN Mao-ping, HUANG Xiao-ming. Influence of asphalt mixture volume indexes on asphalt pavement skid resistance performance[J]. Journal of Traffic and Transportation Engineering, 2017, 17(6): 1-9.
shu

Influence of asphalt mixture volume indexes on asphalt pavement skid resistance performance

  • 1.

    School of Automobile and Traffic Engineering, Wuhan University of Science and Technology, Wuhan 430065, Hubei, China

  • 2.

    School of Transportation Engineering, Huaiyin Institute of Technology, Huaian 223003, Jiangsu, China

  • 3.

    School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China

More Information
  • Author Bio:

    ZHOU Xing-lin(1965-), male, professor, PhD, zxl65@163.com

  • Corresponding author: XIAO Wang- xin(1975-), male, professor, PhD, 408948368@qq.com
  • Received Date: 2017-07-25
  • Publish Date: 2017-12-25
    Abstract
  • To study the relevance between asphalt pavement skid resistance performance and asphalt mixture volume indexes, and reveal the influence degrees of different volume indexes on the skid resistance performance, the density experiments of different AC-16 asphalt mixtures were conducted by vacuum method and plastic encapsulation method, and the volume indexes such as volumetric voidage (VV), void in mineral aggregate (VMA), void filled with asphalt (VFA) and void in coarse aggregate (VCA) were compared.Indoor polishing test and pendulum test on asphalt mixtures were conducted, asymptotic model was used to fit the skid resistance's decay trend, and the parameters such as the initial value, steady value and damping value of skid resistance were obtained.The function relationships between the volume indexes and the skid resistance performance were built, and the grey correlation degree ranks between the differentvolume indexes and the skid resistance performance were analyzed by grey correlation theory.Research result indicates that there are some differences between the influences of different volume indexes on the skid resistance performance.The skid resistance performance of asphalt mixture increases with the increase of VV and VMA, and the decrease of VFA and VCA.Grey correlation degree descending order is VV, VMA, VFA and VCA, which means that VV is the main influence factor of skid resistance performance, the influence of VMA on skid resistance performance is significant, however, the influence degrees of VFA and VCA are not obvious.In the design and construction process, the asphalt pavement skid resistance performance can be improved by controlling mixture voidage and adjusting the dense state and compact condition of mixture.

     

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