Critical state constitutive models and shear loading of overconsolidated clays with deviatoric hardening

Catégorie d'article: Research Articles

Publié en ligne: 30 déc. 2019

Pages: 247 - 262

Reçu: 20 mai 2019

Accepté: 11 juil. 2019

DOI: https://doi.org/10.2478/sgem-2019-0024

Mots clés

constitutive models, critical state, overconsolidated clay, shear loading, deviatoric hardening

© 2019 Sara Rachdi et al. published by Sciendo

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