Have a personal or library account? Click to login
A Laboratory Investigation on Shear Strength Behavior of Sandy Soil: Effect of Glass Fiber and Clinker Residue Content Cover

A Laboratory Investigation on Shear Strength Behavior of Sandy Soil: Effect of Glass Fiber and Clinker Residue Content

Studia Geotechnica et Mechanica
Volume 39 (2017): Issue 4 (December 2017)
By: Leyla Bouaricha,  Ahmed Djafar Henni and  Laurent Lancelot  
Open Access
|Feb 2018

Authors

Leyla Bouaricha

bouaricha-leyla@outlook.com

Laboratory of Materials Science and Environment, University of Hassiba Ben Bouali Chlef, Algeria

Ahmed Djafar Henni

Laboratory of Structures, Geotechnic and Risks, University of Hassiba BenBouali Chlef, Algeria

Laurent Lancelot

Laboratory of Civil Engineering and Geo-Environment (LGCgE), University of Lille, France
DOI: https://doi.org/10.1515/sgem-2017-0032 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Journal RSS Feed
Language: English
Page range: 3 - 15
Published on: Feb 16, 2018
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
direct shear test,
glass fibers,
clinker residue,
peak shear stress,
sand,
normal stress,
cohesion,
frictional angle
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2018 Leyla Bouaricha, Ahmed Djafar Henni, Laurent Lancelot, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Volume 39 (2017): Issue 4 (December 2017)Next article