Finite elements modelling of the long-term behaviour of a full-scale flexible pavement with the shakedown theory-Reference-Cited by-同舟云学术

Finite elements modelling of the long-term behaviour of a full-scale flexible pavement with the shakedown theory

Published:2009-01 Issue:1 Volume:33 Page:45-70
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Chazallon Cyrille,Allou Fatima,Hornych Pierre,Mouhoubi Saida

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference28 articles.

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2. Modelling permanent deformation behaviour of UGM;Lekarp;Construction and Building Materials,1998

3. Bonaquist RF, Witczak MW. A comprehensive constitutive model for granular materials in flexible pavement structures. Proceedings of the 4th International Conference on Asphalt Pavements, Seattle, Washington, U.S.A., 1997; 783-802.

4. Desai CS. Mechanistic pavement analysis and design using unified material and computer models. Third International Symposium on 3D Finite Elements for Pavement Analysis, Amsterdam, Balkema, The Netherlands, 2002; 1-63.

5. An elastoplastic model for the long term behaviour modelling of unbound granular materials in flexible pavements;Chazallon;International Journal of Geomechanics,2006

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