Anti-Skid Thin Layer on Asphalt Pavement of Super Long Downgrades

Article Preview

Abstract:

Improving the skid resistance performance of asphalt pavement is an effective way to meet the requirements of safe driving on super long continuous downgrades. The anti-skid performance attenuation of SMA-16 was tested in laboratory. The results showed that SMA-16 could meet the requirement of anti-skid performance in early stage, but the anti-skid performance decreased rapidly on super long downgrades. The long-term anti-skid performance of anti-skid thin-layer had also been carried out in laboratory. We can come to conclusion that anti-skid thin paving layer can meet the requirements of anti-skid performance even in the end of design life. The anti-skid thin paving layer on super long downgrades was designed, which not only satisfied the durability of skid resistance performance but also reflected the demand of economics.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

611-615

Citation:

Online since:

September 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] M. Alauddin Ahammed, 1and Susan L. Pavement Surface Mixture, Texture and Skid Resistance: A Factorial Analysis[J].Tighe Airfield and Highway Pavements,2008,370-384.

DOI: 10.1061/41005(329)32

Google Scholar

[2] Mingliang XING, Shuanfa CHEN, Binggang WANG and Songtao WEI. Research on Influence of Aggregate Gradation on the Performance of Porous Asphalt Pavement [C]. ICCTP 2010: Integrated Transportation Systems, 3738-3746.

DOI: 10.1061/41127(382)403

Google Scholar

[3] Xiaowen Lei, Xiaoming He, Peng Guan and Pengfei Deng. Effect of Sisal Fiber on Anti-skid Performance for Asphalt Pavement Surface [J]. Traffic and Transportation Studies,2010,1310-1319.

DOI: 10.1061/41123(383)125

Google Scholar

[4] Wen Gao-Feng. The research of anti-skid pavement structure in normal temperature[J]. Journal of highway and transportation research and development, 2009,75—77.

Google Scholar

[5] Yue Xiaohan. Research on Traffic Safety Analysis and Evaluation of Long and Steep Downgrade Sections[D]. Xi an: Chang'an Univercity,2009,26-40.

Google Scholar

[6] JTG B01-2003, highway engineering technique standard, Beijing: China Communications Press,2003.

Google Scholar

[7] Meng Qingyan. Research on Modeling and Simulation of the Driving Safety and Sight inside the Mountain Curve Highway[D].Ji'lin: Ji'lin Univercity,2007,9-14.

Google Scholar

[8] Guan Hongxin, Zhang Qisen, Xu Yang, Xiao Xin. Equivalent Conversion Method of Asphalt Pavement Axle-load Skid-resistance Performance[J]. Journal of Highway and Transportation Research and Development, 2010,27(9):14-17

DOI: 10.1061/jhtrcq.0000003

Google Scholar