Login
Register
Reset Password
Publish & Distribute
Publishing Solutions
Distribution Solutions
Subjects
Publications
Journals
Books
Proceedings
Publishers
Blog
Contact
Search
Cart
EUR
USD
GBP
English
English
Deutsch
Polski
Español
Français
Italiano
Home
Journals
Studia Geotechnica et Mechanica
Volume 39 (2017): Issue 4 (December 2017)
Open Access
A Laboratory Investigation on Shear Strength Behavior of Sandy Soil: Effect of Glass Fiber and Clinker Residue Content
Leyla Bouaricha
Leyla Bouaricha
,
Ahmed Djafar Henni
Ahmed Djafar Henni
and
Laurent Lancelot
Laurent Lancelot
| Feb 16, 2018
Studia Geotechnica et Mechanica
Volume 39 (2017): Issue 4 (December 2017)
About this article
Previous Article
Next Article
Abstract
References
Authors
Articles in this Issue
Preview
PDF
Cite
Share
Published Online:
Feb 16, 2018
Page range:
3 - 15
DOI:
https://doi.org/10.1515/sgem-2017-0032
Keywords
direct shear test
,
glass fibers
,
clinker residue
,
peak shear stress
,
sand
,
normal stress
,
cohesion
,
frictional angle
© 2017 Leyla Bouaricha et al., published by De Gruyter Open
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.
Leyla Bouaricha
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