Evaluating Fatigue-Cracking Resistance of Asphalt Binders in a Standardized Composite Using Continuum Damage Theory-Reference-Cited by-同舟云学术

Evaluating Fatigue-Cracking Resistance of Asphalt Binders in a Standardized Composite Using Continuum Damage Theory

Published:2013-09 Issue:9 Volume:25 Page:1209-1219
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Motamed Arash¹,Bhasin Amit²,Izadi Anoosha¹

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas, Austin, TX 78712.

2. Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas, Austin, TX 78712 (corresponding author).

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.1943-5533.0000673

Reference36 articles.

1. Anderson D. Hir Y. Marasteanu M. Planche J. Martin D. and Gauthier G. (2001). “Evaluation of fatigue criteria for asphalt binders.” Transportation Research Record 1766 Transportation Research Board Washington DC 48–56.

2. Time–temperature superposition in rheology and ductile failure of asphalt binders

3. Influence of Warm-Mix Additives and Reduced Aging on the Rheology of Asphalt Binders with Different Natural Wax Contents

4. ASTM (2005). “Standard test method for effect of heat and air on a moving film of asphalt (rolling thin-film oven test).” D2872 West Conshohocken PA.

5. ASTM (2008). “Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel (PAV).” D6521 West Conshohocken PA.

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