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

DOI10.1002/nag.702zbMath1272.74607OpenAlexW2056947957MaRDI QIDQ2848325

Pierre Hornych, Cyrille Chazallon, Fatima Allou, Saida Mouhoubi

Publication date: 26 September 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.702

zbMATH Keywords

elastic shakedownplastic shakedownelasto-plasticityfull scale experimentrepeated load triaxial tests

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Uses Software

• Cast3M

Cites Work

• An elastoplastic model based on the shakedown concept for flexible pavements unbound granular materials
• A numerical model for the cyclic deterioration of railway tracks
• A numerical model for flexible pavements rut depth evolution with time

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