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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:
Open Access
|Feb 2018
DOI: https://doi.org/10.1515/sgem-2017-0032 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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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.

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