Effect of Testing Geometry on Measuring Fatigue of Asphalt Binders and Mastics

Author:

Martono W.123,Bahia H. U.123,D’Angelo J.123

Affiliation:

1. Research Assistant, The Asphalt Pavement Research Group, Dept. of Civil and Environmental Engineering, The Univ. of Wisconsin–Madison, 2210 Engineering Hall, 1415 Engineering Dr., Madison, WI 53706 (corresponding author).

2. Professor, The Asphalt Pavement Research Group, Dept. of Civil and Environmental Engineering, The Univ. of Wisconsin–Madison, 2210 Engineering Hall, 1415 Engineering Dr., Madison, WI 53706.

3. The Federal Highway Administration, HTA-21, Room 6319, 400 Seventh St. SW, Washington, D.C. 20590.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference18 articles.

1. Andersen D. A. Le Hir M. Y. Marasteanu M. Planche J. P. Martin D. and Gaauthier G. (2001). “Evaluation of fatigue criteria for asphalt binder.” Transportation Research Record. 1766 Transportation Research Board Washington D.C. 48–56.

2. Bahia H. U. Hanson D. I. Zeng M. Zhai H. Khatri M. A. and Anderson R. M. (2001). “Characterization of modified asphalt binders in superpave mix design.” NCHRP Rep. No. 459 Transportation Research Board Washington D.C.

3. Non-linear viscoelastic and fatigue properties of asphalt binders;Bahia H. U.;Journal of the Association of Asphalt Paving Technologists,1999

4. Development of binder specification parameters based on characterization of damage behavior;Bahia H. U.;Journal of the Association of Asphalt Paving Technologists,2002

5. Bonnetti K. B. Nam K. and Bahia H. U. (2002). “Measuring and defining fatigue behavior of asphalt binders.” Transportation Research Record. 1810(02-3237) Transportation Research Board Washington D.C. 33–43.

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