'Simulation of Shakedown Behavior for Flexible Pavement's Unbound Granular Layer

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'Simulation of Shakedown Behavior for Flexible Pavement's Unbound Granular Layer

Full-depth asphalt concrete pavements are generally designed to control fatigue cracking and reduce potential rutting when subjected to repeated heavy traffic loads. A particular interesting question is whether a limit load exists below which excitation shakedown in the sense that the granular layer...

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Bibliographic Details
Main Authors:	Nega, Ainalem, Nikraz, Hamid, Al-Qadi, I.
Other Authors:	University of California at Davis
Format:	Conference Paper
Published:	American Society of Civil Engineers 2015
Subjects:	Numerical simulation Mohr Coulomb criterion Dynamic analysis Shakedown Unbound granular Layer (UGL) Flexible pavement
Online Access:	http://ascelibrary.org/doi/book/10.1061/9780784479216 http://hdl.handle.net/20.500.11937/15489

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