Mechanism Analysis of the Use of LSPM for Reflection Crack Prevention of Semi-Rigid Base Asphalt Mixture

Author:

Wang Xue-lian1,Huang Xiao-ming2,Bian Guo-jian3

Affiliation:

1. Guangzhou Maritime Univ., Guangzhou, Guangdong 510310, China (corresponding author).

2. Guangzhou Maritime Univ., Guangzhou, Guangdong 510310, China; School of Transportation, Southeast Univ., Nanjing, Jiangsu 210096, China.

3. School of Transportation, Southeast Univ., Nanjing, Jiangsu 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Medicine

Reference12 articles.

1. Review on Asphalt Mixture Microme-chanics Analysis [JJ;HU;Journal of Chang'an University: Natural Science Edition,2005

2. [2J PRITHVI S K. Large Stone Asphalt Mixes:Design and Construction NCAT 90-4 [R].Washington D.C.: National Center for Asphalt Technology 1989.

3. ACOOLEY L SKANDHAL P SBUCHANAN M. Loaded Wheel Testers in the United States: State of the Practice NCAT Report NO. 2000 - 4 [ R]. Washington D. C.: National Center of Asphalt Technology 2000.

4. [4J WANG Song-gen. Large Stone Porous Asphalt Mixes (LSPM ) Flexible Base Design and Construction Guibe [MJ. Beijing: China Communications Press 2007. ( in Chinese)

5. [5J ZHU Hai-ho. Research of Structure Combination of Pavement with Large Stone Porous Asphalt Mixes [DJ. Nanjing: Southeast University 2009. (in Chinese)

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