Mechanistic Modeling of Fracture in Asphalt Mixtures under Compressive Loading-Reference-Cited by-同舟云学术

Mechanistic Modeling of Fracture in Asphalt Mixtures under Compressive Loading

Published:2013-09 Issue:9 Volume:25 Page:1189-1197
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhang Yuqing¹,Luo Rong²,Lytton Robert L.³

Affiliation:

1. Postdoctoral Research Associate, Texas A&M Transportation Institute, Texas A&M Univ. System, 3135 TAMU, CE/TTI Building 503BB, College Station, TX 77843-3135.

2. Associate Research Engineer, Texas A&M Transportation Institute, Texas A&M Univ. System, 3135 TAMU, CE/TTI Building 503C, College Station, TX 77843-3135.

3. Professor, Fred J. Benson Chair, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, CE/TTI Building 503A, College Station, TX 77843-3136 (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.1943-5533.0000667

Reference34 articles.

1. Arambula E. Masad E. and Martin A. E. (2007). “Moisture susceptibility of asphalt mixtures with known field performance: Evaluated with dynamic analysis and crack growth model.” Transportation Research Record 2001 Transportation Research Board Washington DC 20–28.

2. Energy-based approach for determining flow number;Bausano J.;J. Test. Eval.,2010

3. Biligiri K. P. Kaloush K. E. Mamlouk M. S. and Witczak M. W. (2007). “Rational modeling of tertiary flow for asphalt mixtures.” Transportation Research Record 2001 Transportation Research Board Washington DC 63–72.

4. Castelo Branco V. T. F. Masad E. Bhasin A. and Little D. N. (2008). “Fatigue analysis of asphalt mixtures independent of mode of loading.” Transportation Research Record 2057 Transportation Research Board Washington DC 149–156.

5. Cleveland G. S. Lytton R. L. and Button J. W. (2003). “Using pseudostrain damage theory to characterize reinforcing benefits of geosynthetic materials in asphalt concrete overlays.” Transportation Research Record 1849 Transportation Research Board Washington DC 202–211.

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