Analysis of Rutting Prediction Criteria Using a Nonlinear Viscoelastic Model

Author:

Atul Narayan S. P.1,Little Dallas N.2,Rajagopal Kumbakonam R.3

Affiliation:

1. Visiting Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600 036, India (corresponding author).

2. Snead Chair Professor, Dept. of Civil Engineering and Texas Transportation Institute, Texas A&M Univ., 3135 TAMU, College Station, TX 77843-3135.

3. University Distinguished Professor and Forsyth Chair Professor, Dept. of Mechanical Engineering, Texas A&M Univ., 3135 TAMU, College Station, TX 77843-3135.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference23 articles.

1. Anderson R. D’Angelo J. and Bukowski J. (2011). “Evaluation of the MSCR test for Canadian asphalt binders.” 56th Annual Conf. Canadian Technical Asphalt Association Tranportation Association of Canada Ottawa ON Canada.

2. Bahia H. Hanson D. Zeng M. Zhai H. Khatri M. and Anderson R. (2001a). “Characterization of modified asphalt binders in Superpave mix design.” Rep. No. 459 National Cooperative Highway Research Program Washington DC.

3. Development of binder specification parameters based on characterization of damage behavior;Bahia H.;J. Assoc. Asphalt Paving Technol.,2001

4. Compressive stress pulse times in flexible pavements for use in dynamic testing;Barksdale R.;Highway Res. Rec.,1971

5. Proposed Refinement of Superpave High-Temperature Specification Parameter for Performance-Graded Binders

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