Relationship between surface microtexture of asphalt pavement and its skid resistance

沥青路面表面微观结构与其抗滑性能的关系

基本信息

  • 批准号:
    14550469
  • 负责人:
  • 金额:
    $ 2.24万
  • 依托单位:
  • 依托单位国家:
    日本
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
  • 财政年份:
    2002
  • 资助国家:
    日本
  • 起止时间:
    2002 至 2004
  • 项目状态:
    已结题

项目摘要

Well designed and constructed asphalt pavements can provide safe and durable surfaces with high-skid resistance. Pavement surface characteristics are related to their overall longitudinal profiles that contain various wavelength ranges. The range of wavelength, shorter than 10^<-3>〜10^<-4>m, is often referred to as "microtexture" and it is related to skid resistance of the surface.Many research works have been carried out about the pavement/tire interactions, however, very few of them have dealt with actually measured microtexture including the wavelength of 10^<-5>m.The aim of this research is to acquire precise microtextures of pavement surfaces first as longitudinal profiles using a laser type prof lometer. The measurements were done for 20 mm at the interval of 10μm (=10^<-5>m). And also, skid resistance was measured using DF tester, which was recently employed as a standard tester by ASTM.The measured profiles ware analyzed using conventional FFT and PSDs (Power Spectrum Density) and were also analysed using the concept of fractal dimension. At the same time, wavelet analysis, which has been highlighted in various research filed as digital signal processing, was performed on the same profiles.Finally, the relationship between the measured skid resistances and the results of the analyses were discussed. As a conclusion, the most influential wavelength range was found to be 0.08〜0.32 mm from the wavelet analysis and 0.01〜1 mm from the FFT analysis (224 words).
设计和施工良好的沥青路面可以提供安全耐用的高防滑表面。路面表面特征与其包含各种波长范围的整体纵剖面有关。波长范围短于10^<-3> ~ 10^<-4>m,通常被称为“微纹理”,它与表面的抗滑性有关。许多关于路面/轮胎相互作用的研究工作已经开展,然而,其中很少涉及实际测量的微纹理,包括波长10^<-5>m。本研究的目的是获得精确的微观纹理路面表面首先作为纵向轮廓使用激光型proflometer。测量间隔为10μm (=10^<-5>m),长度为20 mm。同时,防滑性是用DF测试仪测量的,DF测试仪最近被ASTM作为标准测试仪使用。利用传统的FFT和功率谱密度(psd)对测量剖面进行了分析,并利用分形维数的概念进行了分析。同时,对同样的剖面进行了小波分析,作为数字信号处理在各个研究领域都很受关注。最后,讨论了所测防滑阻力与分析结果之间的关系。结果表明,小波分析的影响范围为0.08 ~ 0.32 mm, FFT分析的影响范围为0.01 ~ 1 mm(224字)。

项目成果

期刊论文数量(12)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
中島慎二, 村山雅人, 姫野賢治: "粗骨材表面のマイクロテクスチャがアスファルト混合物の力学的性状に及ぼす影響"土木学会第58回年次学術講演会講演概要集. 第V部,V-700(CD-ROM). (2003)
Shinji Nakajima、Masato Murayama、Kenji Himeno:“粗骨料表面微观纹理对沥青混合料力学性能的影响”日本土木工程学会第 58 届年度学术会议摘要,第 V 部分,V-700(CD。 -ROM)。(2003)
  • DOI:
  • 发表时间:
  • 期刊:
  • 影响因子:
    0
  • 作者:
  • 通讯作者:
Relationship between road traffic noise and pavement surface textures using laboratory noise measuring equipment (in Japanese)
使用实验室噪声测量设备研究道路交通噪声与路面纹理之间的关系(日语)
室内試験による排水性舗装のタイヤ/路面騒音に関する検討
排水路面轮胎/路面噪声室内试验研究
画像解析による改質アスファルトのモルフォロジーおよび粗骨材形状の評価
使用图像分析评估改性沥青形态和粗骨料形状
Influence of microtexture of coarse aggregate surface on mechanical characteristics of asphalt mixtures (in Japanese)
粗集料表面微观结构对沥青混合料力学特性的影响(日文)
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HIMENO Kenji其他文献

HIMENO Kenji的其他文献

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混凝土路面二氧化碳捕集与防滑性维护的环境贡献研究
  • 批准号:
    22K04270
  • 财政年份:
    2022
  • 资助金额:
    $ 2.24万
  • 项目类别:
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防滑测量方法与路面测量的比较和协调
  • 批准号:
    09555161
  • 财政年份:
    1997
  • 资助金额:
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  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
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