Aging and Low-Temperature Cracking of Asphalt Concrete Mixture

Author:

Kliewer Julie E.,Zeng Huayang,Vinson Ted S.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Reference35 articles.

1. Anderson K. O. and Leung S. C. (1987). “Applications of a method for evaluation of low temperature tensile properties of asphalt concrete.” Proc. Paving in Cold Areas Mini-Workshop Research and Development Branch Ontario Ministry of Transportation and Communication (MTC) Ottawa Ontario Canada 335–336.

2. Arand W. (1987). “Influence of bitumen hardness on the fatigue behavior of asphalt pavements of different thickness due to bearing capacity of subbase traffic loading and temperature.” Proc. 6th Int. Conf. on Struct. Behavior of Asphalt Pavements Univ. of Michigan Ann Arbor Mich. 65–71.

3. Bell C. A. Wieder A. and Fellin M. J. (1994a). “Laboratory aging of asphalt-aggregate mixtures: field validation.” Strategic Hwy. Res. Program Report SHRP-A-390 National Research Council Washington D.C.

4. Bell C. A. AbWahab Y. Cristi M. E. and Sosnovske D. (1994b). “Selection of laboratory aging procedures for asphalt-aggregate mixtures.” Rep. No. SHRP-A-383 Strategic Highway Research Program National Research Council Washington D.C.

5. Bell C. A. and Kliewer J. E. (1995). “Evaluating aging of asphalt mixes.” Proc. ASCE Transp. Congr.—Civ. Engrs. Key to the Worlds Infrastructure ASCE New York N.Y. 664–675.

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