Grading highly modified binders by multiple stress creep recovery

Author:

White Greg1

Affiliation:

1. School of Science and Engineering, University of the Sunshine Coast, Sippy Downs, Queensland, Australia

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Reference35 articles.

1. Creep Behavior of Hot-Mix Asphalt due to Heavy Vehicular Tire Loading

2. Austroads. (2014, February). Specification framework for polymer modified binders (Report AGPT/T190). Austroads.

3. Beecroft, A., Denneman, E. & Petho, L. (2015, September 13–16). Analysis of the temperature profile for an asphalt pavement over one-year in Brisbane. AAPA International Flexible Pavements Conference, Gold Coast, Queensland, Australia, Australian Asphalt Pavement Association.

4. Cooley, L. A., Kandhal, P. S., Buchanan, M. S., Fee, F. & Epps, A. (2000, July). Loaded wheel testers in the United States: State of the art practice (NCAT Report 00-04). Auburn, AL: National Centre for Asphalt Technology, Auburn University.

5. D’Angelo, J., Kluttz, R., Dongré, R., Stephens, K. & Zanzotto, L. (2007, March 11–14). Revision of the Superpave high temperature binder specification: The multiple stress creep recovery test. In Proceedings asphalt paving technology (Vol. 76, pp. 123–162). San Antonio, TX: Association of Asphalt Paving Technologists.

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