An elastoplastic model based on the shakedown concept for flexible pavements unbound granular materials
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Publication:3423894
DOI10.1002/nag.426zbMath1104.74043OpenAlexW2062127472MaRDI QIDQ3423894
Taha Habiballah, Cyrille Chazallon
Publication date: 15 February 2007
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.426
Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05) Granularity (74E20) Soil and rock mechanics (74L10)
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Finite elements modelling of the long-term behaviour of a full-scale flexible pavement with the shakedown theory ⋮ A numerical model for foundation settlements due to deformation accumulation in granular soils under repeated small amplitude dynamic loading
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