Characterization of Microdamage and Healing of Asphalt Concrete Mixtures-Reference-Cited by-同舟云学术

Characterization of Microdamage and Healing of Asphalt Concrete Mixtures

Published:2002-12 Issue:6 Volume:14 Page:461-470
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Si Zhiming¹,Little D. N.²,Lytton R. L.²

Affiliation:

1. Assistant Research Scientist, Texas Transportation Institute, Texas A&M Univ., College Station, TX 77843-3135.

2. Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3135.

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%290899-1561%282002%2914%3A6%28461%29

Reference22 articles.

1. Asphalt Institute. (1981). Thickness design manual series no. 1 (MS-1) . 9th Ed. College Park Md.

2. Application of fracture mechanics principles to analyze cracking in asphalt concrete.;Jacobs M. M. J.;Proc., Association of Asphalt Paving Technologists,1996

3. Kim Y. S. (1988). “Evaluation of healing and constitutive modeling of asphalt concrete by means of the theory of nonlinear viscoelasticity and damage mechanics.” PhD dissertation Texas A&M Univ. College Station Tex.

4. Kim Y. R. and Little D. N. (1989). Evaluation of healing in asphalt concrete by means of the theory of nonlinear viscoelasticity. Transportation Research Record. 1228 Transportation Research Board Washington D.C. 198–210.

5. Chemical and mechanical evaluation of healing mechanism of asphalt concrete.;Kim Y. R.;Proc., Association of Asphalt Paving Technologists,1990

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