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Equivalent Conversion Method of Asphalt Pavement Axle-load Skid-resistance Performance

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成果类型:
期刊论文
作者:
Guan Hongxin;Liu Hao;Zhang Qisen;Xu Yang
作者机构:
School of Traffic and Transportation Engineering, Changsha University of Science & Technology, Changsha Hunan 410004, ChinaKey Laboratory of Highway Engineering of Ministry of Education, Changsha Hunan 410004, ChinaKey Laboratory of Road Structure & Material of Ministry of Transport, Changsha Hunan 410004, China
School of Traffic and Transportation Engineering, Changsha University of Science & Technology, Changsha Hunan 410004, China
Hunan Traffic Survey and Design Institute, Changsha Hunan 410000, China
语种:
英文
期刊:
Journal of Highway and Transportation Research and Development (English Edition)
ISSN:
2095-6215
年:
2012
卷:
6
期:
4
页码:
18-22
机构署名:
本校为第一机构
院系归属:
交通运输工程学院
摘要:
First, the axle-load skid-resistance conversion formula of asphalt pavement was established in accordance with the equivalent principle of skid-resistance performance attenuation which is similar to the way of axle-load equivalent conversion for asphalt pavements structure design. The way to determine the axle number coefficient and wheel number coefficient was also proposed. Second, the prediction method of skid-resistance life of asphalt pavement was put forward on the basis of the axle-load skid-resistance equivalent conversion formula. Afterwards, the skid-resistance performance attenuatio...

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