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Effective Width Rule in the Analysis of Footing on Reinforced Sand Slope Cover

Effective Width Rule in the Analysis of Footing on Reinforced Sand Slope

Studia Geotechnica et Mechanica
Volume 41 (2019): Issue 1 (April 2019)
By: Abdelmadjid Abdi,  Khelifa Abbeche,  Djamel Athmania and  Mounir Bouassida  
Open Access
|Apr 2019

Authors

Abdelmadjid Abdi

a.abdi@univ-tebessa.dz

Department of Civil Engineering, Faculty of Technology University of Batna 2, Batna, Algeria

Khelifa Abbeche

Department of Civil Engineering, Faculty of Technology University of Batna 2, Batna, Algeria

Djamel Athmania

Department of Civil Engineering, University of Tebessa, Route de Constantine, Tébessa, Algeria

Mounir Bouassida

Université de Tunis El Manar, Ecole Nationale d‘ingénieurs de Tunis, Ingénierie Géotechnique, LR14ES03, BP 37, Le Belvédère, Tunis, Tunisia
DOI: https://doi.org/10.2478/sgem-2019-0005 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 42 - 55
Submitted on: Sep 25, 2018
Accepted on: Jan 28, 2019
Published on: Apr 8, 2019
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
bearing capacity,
eccentricity,
footing,
geogrid,
model test,
slope
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2019 Abdelmadjid Abdi, Khelifa Abbeche, Djamel Athmania, Mounir Bouassida, 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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