Experimental Investigations of the Viscoelastic and Damage Behaviors of Hot-Mix Asphalt in Compression-Reference-Cited by-同舟云学术

Experimental Investigations of the Viscoelastic and Damage Behaviors of Hot-Mix Asphalt in Compression

Published:2011-04 Issue:4 Volume:23 Page:459-466
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Underwood B. Shane¹²³,Yun Taeyoung¹²³,Kim Y. Richard¹²³

Affiliation:

1. Research Scientist, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695-7908.

2. Senior Researcher, Highway Div., Korea Institute of Construction Technology, 1190, Simindae-Ro, Ilsanseo-Gu, Goyang-Si, Gyeonggi-Do, 411-712, Korea (corresponding author).

3. Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695-7908.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000197

Reference27 articles.

1. AASHTO. (2007). “Standard method of test for determining dynamic modulus of hot-mix asphalt (HMA).” AASHTO TP62-07. Washington DC.

2. ASTM. (2009). “Standard test method for bulk specific gravity and density of compacted bituminous mixtures using automatic vacuum sealing method.” D6752-09 New York.

3. A fundamental study of the stress-strain characteristics of a bituminous material;Brown S. F.;J. Assoc. Asphalt Paving Technol.,1980

4. Development of a simplified fatigue test and analysis procedure using a viscoelastic continuum damage model;Daniel J. S.;J. Assoc. Asphalt Paving Technol.,2002

5. Erlingsson S. and Ingason T. (2004). “Performance of two thin pavement structures during accelerated pavement testing using a heavy vehicle simulator.” Proc. 2nd Int. Conf. on Accelerated Pavement Testing Univ. of Minnesota Minneapolis MN.

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