Susceptibility of Asphalt Binders to Rutting: Literature Review

Author:

Domingos M. D. I.1,Faxina A. L.2

Affiliation:

1. D.Sc. Student, Dept. of Transportation Engineering, Sao Carlos School of Engineering, Univ. of Sao Paulo, Avenida Trabalhador Sao-Carlense, 400, Parque Arnold Schimidt, Sao Carlos, SP 13566-590, Brazil (corresponding author).

2. Professor, Dept. of Transportation Engineering, Sao Carlos School of Engineering, Univ. of Sao Paulo, Avenida Trabalhador Sao-Carlense, 400, Parque Arnold Schimidt, Sao Carlos, SP 13566-590, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference47 articles.

1. AASHTO. (2009). “Standard specification for performance-graded asphalt binder.” AASHTO M320-09 Washington DC.

2. AASHTO. (2013). “Standard method of test for multiple stress creep recovery (MSCR) test of asphalt binder using a dynamic shear rheometer (DSR).” AASHTO TP70-13 Washington DC.

3. Anderson M. and Bukowski J. (2012). “Using the multiple-stress-creep-recovery (MSCR) test.” North Central Asphalt User Producer Group West Lafayette IN.

4. Anderson M. D’Angelo J. and Walker D. (2010). “MSCR: A better tool for characterizing high temperature performance properties.” Asphalt—The Magazine of the Asphalt Institute Lexington KY 〈http://asphaltmagazine.com/mscr-a-better-tool-for-characterizing-high-temperature-performance-properties/〉 (Jul. 9 2015).

5. Asphalt Institute. (2010). “Implementation of the multiple stress creep recovery test and specification.” Lexington KY.

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