Fatigue and Healing Characterization of Asphalt Mixtures
Author:
Affiliation:
1. Graduate Research Assistant, Texas Transportation Institute, Texas A&M Univ., College Station, TX 77843-3135.
2. Professor, Dept. of Civil Engineering, Texas A&M Univ., 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
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282003%2915%3A1%2875%29
Reference23 articles.
1. Anderson D. A. Le Hir Y. M. Marasteanu M. O. Planche J. and Martin D. (2001). “Evaluation of fatigue criteria for asphalt binders.” Transportation Research Record 1766 Transportation Research Board Washington D.C. 48–56.
2. Non-linear viscoelastic and fatigue properties of asphalt binders.;Bahia H.;J. Assn. Asphalt Paving Technologists,1999
3. Christensen R. M. (1982). Theory of viscoelasticity: an introduction Academic New York.
4. Interpretation of dynamic mechanical test data for paving grade asphalt cements.;Christensen D. W.;J. Assn. of Asphalt Paving Technologists,1992
5. Asphalt and polymer modified asphalt properties related to the performance of asphalt concrete mixes.;Goodrich J. L.;J. Assn. Asphalt Paving Technologists,1988
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