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

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

Studia Geotechnica et Mechanica
Volume 41 (2019): Issue 4 (December 2019)
By: Sara Rachdi,  Emad Jahangir,  Michel Tijani and  Jean-François Serratrice  
Open Access
|Dec 2019

Authors

Sara Rachdi

sara.rachdi@mines-paristech.fr

Centre de Géosciences, MINES ParisTech, Fontainebleau, France

Emad Jahangir

Centre de Géosciences, MINES ParisTech, Fontainebleau, France

Michel Tijani

Centre de Géosciences, MINES ParisTech, Fontainebleau, France

Jean-François Serratrice

Cerema Méditerranée, Aix en Provence, France
DOI: https://doi.org/10.2478/sgem-2019-0024 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 247 - 262
Submitted on: May 20, 2019
|
Accepted on: Jul 11, 2019
|
Published on: Dec 30, 2019
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
constitutive models,
critical state,
overconsolidated clay,
shear loading,
deviatoric hardening
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2019 Sara Rachdi, Emad Jahangir, Michel Tijani, Jean-François Serratrice, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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