Skid resistance performance optimization of asphalt pavement on Super Long Continuous Downgrades

被引：0

作者：

Guan, Hong-xin ^{[1
,2
]}

Liu, Jing ^{[1
]}

Zhang, Qi-sen ^{[1
]}

Xu, Yang ^{[3
]}

机构：

[1] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Hunan, Peoples R China

[2] Key Lab Highway Engn Minist, Changsha 410114, Hunan, Peoples R China

[3] Key Lab Rd Struct & Mat Minist Transport, Changsha 410004, Hunan, Peoples R China

来源：

ADVANCED RESEARCH ON MATERIAL SCIENCE, ENVIRONMENTAL SCIENCE AND COMPUTER SCIENCE | 2011年 / 322卷

关键词：

Highway engineering; Skid resistance; Super long continuous downgrades; Asphalt pavement; Optimization;

D O I：

10.4028/www.scientific.net/AMR.322.25

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

The skid resistance performance of asphalt pavement on super long continuous downgrades should be designed specially. According to characteristics of super long continuous downgrades which is 52 kilometers long, the skid resistance performance of pavement in end of design life was designed as control index; combined with longitudinal slope distribution, anti-skid control standard were be brought up which was based on the stopping sight distance requirements; The equivalent conversion method for anti-skid axle load was obtained by anti-skid attenuation test; The analysis of skid resistance performance indicate that SMA-16 can't meet the skid resistance requirements and need to optimize it by using thin anti-skid paving.

引用

页码：25 / +

页数：2

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