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Influence of Soil Fabrics and Stress State on the Undrained Instability of Overconsolidated Binary Granular Assemblies Cover

Influence of Soil Fabrics and Stress State on the Undrained Instability of Overconsolidated Binary Granular Assemblies

Studia Geotechnica et Mechanica
Volume 40 (2018): Issue 2 (October 2018)
By: Youcef Mahmoudi,  Abdellah Cherif Taiba,  Leila Hazout,  Wiebke Baille and  Mostefa Belkhatir  
Open Access
|Oct 2018
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DOI: https://doi.org/10.2478/sgem-2018-0011 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 96 - 116
Submitted on: Mar 31, 2018
Accepted on: May 29, 2018
Published on: Oct 3, 2018
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
Instability lines,
Dry funnel pluviation,
Wet deposition,
Overconsolidation ratio,
Sand-silt mixtures
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2018 Youcef Mahmoudi, Abdellah Cherif Taiba, Leila Hazout, Wiebke Baille, Mostefa Belkhatir, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Volume 40 (2018): Issue 2 (October 2018)
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