Mixture Design of Pavement Surface Course Considering the Performance of Skid Resistance and Disaster Proof in Road Tunnels
Author:
Affiliation:
1. Professor, Dept. of Road and Airport Engineering, Tongji Univ., Siping Rd. 1239, Shanghai, China, 200092 (corresponding author).
2. Dept. of Road and Airport Engineering, Tongji Univ., Siping Rd. 1239, Shanghai, China, 200092.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282009%2921%3A4%28186%29
Reference4 articles.
1. Li C. (2002). “Research on OGFC.” J. Highway 2002(3).
2. Study on technology to improve flame resistant, SBS modified bitumen and its mechanism;Li Z.;J. Changsha Communications Univ.,2002
3. 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.
4. 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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