Asphalt Binder Adaption for Climatic Conditions in Cold Regions: Alaska Experience

Author:

Zhao Sheng1,Liu Jenny2,Li Peng3,Burritt Tonya4

Affiliation:

1. Research Associate, Center for Environmentally Sustainable Transportation in Cold Climates, Institute of Northern Engineering, Univ. of Alaska Fairbanks, Fairbanks, AK 99775-5900.

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

3. Lecturer, College of Highway, Chang’an Univ., Xian, Shannxi 710064, China.

4. Sales and Marketing Coordinator, Emulsion Products, 2111 Viking Dr., Anchorage, AK 99501.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference23 articles.

1. AASHTO. (2011a). “Determining rutting susceptibility of hot mix asphalt (HMA) using the asphalt pavement analyzer (APA).” AASHTO T 340-10 Washington DC.

2. AASHTO. (2011b). “Determining the creep compliance and strength of hot mix asphalt (HMA) using the indirect tensile test device.” Washington DC.

3. AASHTO. (2011c). “Determining the dynamic modulus and flow number for hot mix asphalt (HMA) using the asphalt mixture performance tester (AMPT).” AASHTO TP 79 Washington DC.

4. AASHTO. (2013). “Standard specification for performance-graded asphalt binder.” AASHTO M 320-10 Washington DC.

5. Ahmed M. J. (2008). “Analysis of rutting for anchorage pavements.” M. Sc. thesis Univ. of Alaska Fairbanks Fairbanks AK.

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