Zobrazeno 1 - 8 of 8 pro vyhledávání: '"Mohamed Bensoula"'
1
Akademický článek
Instabilité mécanique des sols saturés prélevés dans le littoral d'Oran, Algérie
Autor: Mohammed BOUSMAHA, Mohamed BENSOULA, Renaud TOUSSAINT
Publikováno v: Journal of Materials and Engineering Structures, Vol 7, Iss 1, Pp 5-14 (2020)
La liquéfaction est un risque naturel important associé aux séismes. Certains de ses effets dévastateurs incluent le basculement et le naufrage des bâtiments et des ponts, ainsi que la destruction des pipelines. L'ingénierie géotechnique conve
Externí odkaz: https://doaj.org/article/65d61d0586734f7c8639ffd4449ed21d
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2
Akademický článek
Critical undrained shear strength of sand-silt mixtures under monotonic loading
Autor: Mohamed Bensoula, Hanifi Missoum, Karim Bendani
Publikováno v: Earth Sciences Research Journal, Vol 18, Iss 2, Pp 149-156 (2014)
This study uses experimental triaxial tests with monotonic loading to develop empirical relationships to estimate undrained critical shear strength. The effect of the fines content on undrained shear strength is analyzed for different density states.
Externí odkaz: https://doaj.org/article/09c2410a809c41059ba6273b3eac3731
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3
Liquefaction potential sand-silt mixtures under static loading
Autor: Mohamed Bensoula, Hanifi Missoum, Karim Bendani
Publikováno v: Revista de la construcción v.17 n.2 2018
SciELO Chile
CONICYT Chile
instacron:CONICYT
DOI: 10.7764/RDLC.17.2.196 As a part of an on-going research program on the mechanical instability of granular soils in our laboratory, defined contents of sand and silt in soil mixtures are studied through the triaxial apparatus, full range of initi
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1d85970169a0277139e9e15507fb84ce
https://doi.org/10.7764/rdlc.17.2.196
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4
Mechanical Instability of Sandy Soils Under Seismic Effect (Algeria)
Autor: Karim Bendani, Renaud Toussaint, Mohamed Bensoula, Hanifi Missoum, Mohammed Bousmaha
Publikováno v: Recent Advances in Geo-Environmental Engineering, Geomechanics and Geotechnics, and Geohazards. Proceedings of the 1st Springer Conference of the Arabian Journal of Geosciences (CAJG-1), Tunisia 2018
Amjad Kallel · Zeynal Abiddin Erguler · Zhen-Dong Cui · Ali Karrech Murat Karakus · Pinnaduwa Kulatilake · Sanjay Kumar Shukla. Recent Advances in Geo-Environmental Engineering, Geomechanics and Geotechnics, and Geohazards. Proceedings of the 1st Springer Conference of the Arabian Journal of Geosciences (CAJG-1), Tunisia 2018, Springer, pp.201-203, 2019, 3-030-01664-1 3-030-01665-X. ⟨10.1007/978-3-030-01665-4_47⟩
Recent Advances in Geo-Environmental Engineering, Geomechanics and Geotechnics, and Geohazards ISBN: 9783030016647
The aim of this work was to study the saturated sand behavior under seismic effects which are stressed with several seismic vibrations and a reproduced seismic shaking frequency. The external excitation was operated by regular horizontal oscillations
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5d2f9b42f4545311e643668042258d5b
https://hal-insu.archives-ouvertes.fr/insu-02411173
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5
Influence de la connexion partielle sur le voilement local des poutres mixtes continues selon l'Eurocode 4
Autor: Mohamed Tehami, Mohamed Bensoula
Publikováno v: Revue européenne de génie civil. 12:1063-1085
Today, composite structures form a growing sector, and its practice highlights that it can be competitive compared to steel or concrete structures. The calculation of composite sections with the hypothesis of a partial connection is introduced each t
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aaa318028aa5159aa8551e3f43ceaa9c
https://doi.org/10.3166/ejece.12.1063-1085
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6
Critical undrained shear strength of sand-silt mixtures under monotonic loading
Autor: Karim Bendani, Mohamed Bensoula, Hanifi Missoum
Publikováno v: Repositorio UN
Universidad Nacional de Colombia
instacron:Universidad Nacional de Colombia
Earth Sciences Research Journal, Vol 18, Iss 2, Pp 149-156 (2014)
Earth Sciences Research Journal, Volume: 18, Issue: 2, Pages: 149-156, Published: JUL 2014
This study uses experimental triaxial tests with monotonic loading to develop empirical relationships to estimate undrained critical shear strength. The effect of the fines content on undrained shear strength is analyzed for different density states.
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6a0c423a0f530253f9e60cbd01c9c955
http://bdigital.unal.edu.co/64115/
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7
CRITICAL UNDRAINED SHEAR STRENGTH OF LOOSE-MEDIUM SAND-SILT MIXTURES UNDER MONOTONIC LOADINGS
Autor: Mohamed Bensoula, Hanifi Missoum, Karim Bendani
Publikováno v: Journal of Theoretical and Applied Mechanics. :331
Empirical relationships are developed for estimating the undrained critical shear strength based on experimental triaxial tests under monotonic loadings. The effect of fines content on the undrained shear strength is analyzed for different combinatio
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::73509a4437a6caf35b428e7b7f1e9ae9
https://doi.org/10.15632/jtam-pl.53.2.331
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