TECHNICAL PAPERS
Apr 1, 2009

Mixture Design of Pavement Surface Course Considering the Performance of Skid Resistance and Disaster Proof in Road Tunnels

Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 4

Abstract

Incidents may arise in road tunnels, in particular at the tunnel entrance and exit. Investigation conducted in the road tunnels in the provinces of Guizhou and Yunnan in China showed that the concrete pavement surface skid resistance decreased rapidly inside the tunnels and was significantly different from that outside the tunnels. Pavement surface skid resistance is one of the most important factors that affect travel safety, in particular wet weather skidding accidents. Countermeasures are necessary to enhance the skid resistance on concrete pavements in tunnels. The writers made an effort to investigate possible pavement surfaces to provide long-lasting skid resistance, including porous concrete surface and open graded friction course (OGFC) surface. Porous concrete was paved directly on the regular concrete pavement and OGFC was paved on the existing surface of concrete pavement to provide sufficient skid resistance. Accelerated abrasion devices have been developed to evaluate the skid resistances of the porous concrete and OGFC, respectively. Regular asphalt materials will burn easily and emit toxic gas in fire, which may reduce the survival rate for tunnel users involved in fire accidents. Fire-retardant asphalt has been developed to reduce the tendency of asphalt materials to burn and reduce emission.

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References

Li, C. (2002). “Research on OGFC.” J. Highway, 2002(3).
Li, Z., and Chen, H. (2002). “Study on technology to improve flame resistant, SBS modified bitumen and its mechanism.” J. Changsha Communications Univ., 18(4), 44–47.
Prithvi, S. K., and Rajib, B. M. (1999). “Design of new-generation open-graded friction courses.” NCAT Rep. No. 99-3, National Centre for Asphalt Technology.
Yan, J., Ye, F., and Wang, X.-S. (2003). “Research on the design of asphalt mixture of drainage pavement.” J. Tongji Univ., 33(3).

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Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 21Issue 4April 2009
Pages: 186 - 190

History

Received: May 31, 2006
Accepted: Jan 30, 2008
Published online: Apr 1, 2009
Published in print: Apr 2009

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Notes

Note. Associate Editor: Chiu Liu

Authors

Affiliations

Zhongyin Guo, Ph.D. [email protected]
Professor, Dept. of Road and Airport Engineering, Tongji Univ., Siping Rd. 1239, Shanghai, China, 200092 (corresponding author). E-mail: [email protected]
Dept. of Road and Airport Engineering, Tongji Univ., Siping Rd. 1239, Shanghai, China, 200092. E-mail: [email protected]
Dept. of Road and Airport Engineering, Tongji Univ., Siping Rd. 1239, Shanghai, China, 200092. E-mail: [email protected]

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