Low Temperature Performance of Sasobit-Modified Warm-Mix Asphalt

Author:

Liu Juanyu12,Li Peng12

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alaska, Fairbanks, AK 99775-5900 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Alaska Fairbanks, Fairbanks, AK 99775-5900.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference35 articles.

1. ARA Inc. (2000). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures Appendix HH: Field calibration of the thermal cracking model.” NCHRP Rep. No. A-37A Transportation Research Board Washington DC.

2. Button J. W. Estakhri C. and Wimsatt A. (2007). “A synthesis of warm-mix asphalt.” Rep. FHWA/TX-07/0-5597-1 Texas Transportation Institute College Station TX.

3. D’Angelo J. (2008). “Warm-mix asphalt: European practice.” Rep. FHWA-PL-08-007 American Trade Initiatives Alexandria VA.

4. Asphalt flow improvers as ‘intelligent fillers’ for hot asphalts—A new chapter in asphalt technology;Damm K.-W.;J. Appl. Asphalt Binder Technol.,2002

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