摘要
运用改进的立方体覆盖法计算路表微观构造三维分形维数。利用该方法计算了4种路面常用石料的沥青混合料试件的三维分形维数,并与摆式摩擦仪测量结果进行对比分析,结果表明:分形维数D越大,微观构造越丰富;分形维数D和摩擦系数值F是相互对应的,分形维数D越大,对应的摩擦系数F也越大,其抗滑性能越好。
An improved cubic covering method is used to calculate road surface microscopic structural 3D fractal dimension. The 3D fractal dimension of asphalt mixture specimens of 4 kinds of commonly used rock aggregate are calculated using this method,and the result is compared with the pendulum friction meter measured result. The result shows that( 1) the larger the fractal dimensional D is,the more abundant the microscopic structure is;( 2) the fractal dimension D keeps consistent with the friction coefficient F,the larger the fractal dimension D is,the larger the corresponding friction coefficient F is and the better its skid resistance is.
出处
《公路交通科技》
CAS
CSCD
北大核心
2016年第2期28-32,共5页
Journal of Highway and Transportation Research and Development
基金
国家自然科学基金项目(51378243
50978207
51578430)
湖北省自然科学基金项目(2015CFA064)
湖北省科技支撑计划项目(2014BEC055)
关键词
道路工程
沥青路面
微观形貌
三维分形维数
抗滑性
摩擦系数
road engineering
asphalt pavement
micro-morphology
3D fractal dimension
skid resistance
friction coefficient