Evaluation of Crack Propagation Properties of Asphalt Mixtures
Author:
Affiliation:
1. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Arizona State Univ., Tempe, AZ 85287.
2. Prof., Dept. of Civ. and Envir. Engrg., Arizona State Univ., Tempe, AZ.
3. Former Res. Asst., Dept. of Civ. and Envir. Engrg., Arizona State Univ., Tempe, AZ.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281997%29123%3A5%28405%29
Reference20 articles.
1. Abdulshafi A. A. (1983). “Rational material characterization of asphaltic concrete pavements ” PhD dissertation The Ohio State University Columbus Ohio.
2. Abdulshafi A. A. and Majidzadeh K. (1985). “J-integral and cyclic plasticity approach to fatigue and fracture of asphalt mixes.” Transp. Res. Rec. 1034 .
3. Beaty K. L. (1993). “Fracture properties of asphalt concrete using modified binders ” MS thesis Dept. of Civ. Engrg. Arizona State University Tempe Ariz.
4. Determination of fracture parameters (K Ic s and CTODc) of plain concrete using three-point bend tests
5. Foote M. L. Mai Y. W. and Cotterell B. (1986). J. of Mech. Phys. Solids 34(6) 593–607.
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