An elastoplastic model based on the shak
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Taha Habiballah; Cyrille Chazallon
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Article
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2005
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John Wiley and Sons
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English
β 253 KB
Nowadays, the problem of rutting of flexible pavements linked to permanent deformations occurring in the unbound layers is taken into account only by mechanistic empirical formulas. Finite element modelling of realistic boundary value problems with incremental rheological models will lead to unreali