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General Information
Editor-in-chief
Prof. T. Hikmet Karakoc
Anadolu University, Faculty of Aeronautics and Astronautics, Turkey

IJET 2015 Vol.7(3): 198-203 ISSN: 1793-8236
DOI: 10.7763/IJET.2015.V7.791

Simulation of Shakedown Behavior in Pavement’s Granular Layer

Behzad Ghadimi, Ainalem Nega, and Hamid Nikraz
Abstract—While in the design of flexible pavement the significance of asphalt layers is understood, the role of granular layers supporting the asphalt layers should not be underestimated. The behavior of granular layers used in base, sub-base or subgrade layer of flexible pavement is complicated due to nonlinear elastoplastic response of materials subjected to dynamic load of traffic. Shakedown theory integrated with Mohr-Coulomb criterion is applied to simulate the response of granular layers to dynamic loading in a numerical analysis. The results of analysis is then compared to simple the results of modeling without considering shakedown effects and the conclusion is drawn.

Index Terms—Dynamic analysis, flexible pavement, numerical simulation, shakedown.

The authors are with the Civil Department of Curtin University, GPO Box U1987, Perth, Australia (e-mail: behzad.ghadimi@postgrad.curtin.edu.au, ainalem.nega@postgrad. curtin.edu.au, h.nikraz@curtin.edu.au)

[PDF]

Cite: Behzad Ghadimi, Ainalem Nega, and Hamid Nikraz, "Simulation of Shakedown Behavior in Pavement’s Granular Layer," International Journal of Engineering and Technology vol. 7, no. 3, pp. 198-203, 2015.

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