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Application of the theory of limit analysis for the study of the behavior of the ground anchor in homogeneous soil Cover

Application of the theory of limit analysis for the study of the behavior of the ground anchor in homogeneous soil

Selected Scientific Papers - Journal of Civil Engineering
Volume 14 (2019): Issue 2 (December 2019)
By: Feriel Mekki and  Mohamed Meksaouine  
Open Access
|Apr 2020

Authors

Feriel Mekki

feriel.mekki@univ-annaba.dz

Department of civil engineering and hydraulics, University of 08 May 1945, Guelma, Algeria

Mohamed Meksaouine

mohamed.meksaouine@univ-annaba.dz

Department of hydraulics, University of Badji Mokhtar, Annaba, Algeria
DOI: https://doi.org/10.1515/sspjce-2019-0019 | Journal eISSN: 1338-7278 | Journal ISSN: 1336-9024
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Language: English
Page range: 73 - 86
Published on: Apr 30, 2020
Published by: Technical University of Košice
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
collapse load,
single ground anchor,
kinematic approach,
limit analysis,
mechanism of rupture,
Mohr-Coulomb criterion
Related subjects:
Engineering,
Introductions and overviews,
Engineering, other

© 2020 Feriel Mekki, Mohamed Meksaouine, published by Technical University of Košice
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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