Viscoelastic–Viscoplastic Model with Damage for Asphalt Concrete-Reference-Cited by-同舟云学术

Viscoelastic–Viscoplastic Model with Damage for Asphalt Concrete

Published:2005-10 Issue:5 Volume:17 Page:528-534
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Uzan Jacob¹

Affiliation:

1. Professor, Faculty of Civil and Environmental Engineering, Technion, Haifa, 32000, Israel.

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%282005%2917%3A5%28528%29

Reference24 articles.

1. Abdulshafi A. A. (1983). “Viscoelastic/plastic characterization rutting and fatigue of flexible pavements.” PhD dissertation Ohio State Univ. Columbus Ohio.

2. Time-temperature superposition principle for asphalt concrete with growing damage in tension state;Chehab G. R.;J. Assoc. Asphalt Pavement Technol.,2002

3. Characterization of asphalt concrete in uniaxial tension using a viscoelastoplastic model;Chehab G. R.;J. Assoc. Asphalt Pavement Technol.,2003

4. North-Holland series in Applied Mathematics and Mechanics;Findley W. N.,1976

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