Identification and Modeling of Permanent Deformations of Asphalt Concrete-Reference-Cited by-同舟云学术

Identification and Modeling of Permanent Deformations of Asphalt Concrete

Published:2006-03 Issue:3 Volume:132 Page:231-239
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Bahuguna Saurabh¹²³,Panoskaltsis Vassilis P.¹²³,Papoulia Katerina D.¹²³

Affiliation:

1. Advanced Application Engineer, ABAQUS Great Lakes, Plymouth, MI 48170.

2. Professor, Dept. of Civil Engineering, Case Univ., Cleveland, OH 44106-7201 (corresponding author).

3. School of Civil and Environmental Engineering, Cornell Univ., Ithaca, NY 14853.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282006%29132%3A3%28231%29

Reference37 articles.

1. Bahuguna S. (1997). “Numerical implementation of a unified viscoelastic plastic-damage model for concrete materials including regularization studies.” Master’s thesis Case Western Reserve Univ. Cleveland.

2. Christensen D. W. Bonaquist R. and Jack D. P. (2000). “Evaluation of triaxial strength as a simple test for asphalt concrete rut resistance.” Pennsylvania Department of Transportation Rep. Pa.

3. Eisenmann J. and Hilmer A. (1987). “Influence of wheel load and inflation pressure on the rutting effect at asphalt pavements-Experiments and theoretical investigations ” Proc. 6th International Conf. Structural Design of Asphalt Pavements 392–403.

4. Gidel G. Breysse D. Hornych P. Chauvin J. and Denis A. (2001). “A new approach for investigating the permanent deformation behavior of unbound granular material using the repeated load triaxial apparatus.” Bulletin des Laboratoires des Ponts et Chaussees 233 5–21.

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