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

.blurhash-client-img { display: none !important; }

Open Access

|Oct 2018

Authors

Laboratory of Material Sciences & Environment, University of Chlef, Chlef, Algeria

Laboratory of Material Sciences & Environment, University of Chlef, Chlef, Algeria

Saâd Dahlab University of Blida, Blida, Algeria

Laboratory of Foundation Engineering, Soil and Rock Mechanics, Bochum Ruhr University, Bochum Ruhr, Germany

Laboratory of Material Sciences & Environment, University of Chlef, Chlef, Algeria

Laboratory of Foundation Engineering, Soil and Rock Mechanics, Bochum Ruhr University, Bochum Ruhr, Germany

DOI: https://doi.org/10.2478/sgem-2018-0011 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365

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:

Related subjects:

© 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.