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

Categoria dell'articolo: Research Articles

Pubblicato online: 30 dic 2019

Pagine: 247 - 262

Ricevuto: 20 mag 2019

Accettato: 11 lug 2019

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

Parole chiave

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

© 2019 Sara Rachdi et al. published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.