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2019
ARRAR S. Quand la littérature devient une rencontre entre le Moi et l’Autre en classe de langue. Le Moi et l’Autre : de la tolérance à la rencontre. Colloque international organisé à l’université Blida 2 les 19 et 20 Novembre. 2019.
LEBBAL S. Réminiscence et exhumation mémorielle : la mémoire conjuguée dans terre des femmes de Nasira Belloula. Colloque international « histoire et mémoires partagées » organisé par l’université Jean Monnet de Saint-Etienne Juin. 2019.
ARRAR S. Rôle du psychologue scolaire dans la lutte contre l’indiscipline en contexte éducatif algérien. Rôle du psychologue scolaire dans l’orientation et l’encadrement pédagogique. Colloque national organisé à l’université Alger II ,Mai. 2019.
Bezih K, Demagh R, Amrane M. Analyse mécano-fiabiliste des structures en béton armé en tenant compte de l'interaction sol-structure. First International Congress on Advanced Geotechnical Engineering and Construction Management (ICAGECM’19), 9-10 December. 2019.
Bezih K, Demagh R, Amrane M. Analyse mécano-fiabiliste des structures en béton armé en tenant compte de l'interaction sol-structure. First International Congress on Advanced Geotechnical Engineering and Construction Management (ICAGECM’19), 9-10 December. 2019.
Bezih K, Demagh R, Amrane M. Analyse mécano-fiabiliste des structures en béton armé en tenant compte de l'interaction sol-structure. First International Congress on Advanced Geotechnical Engineering and Construction Management (ICAGECM’19), 9-10 December. 2019.
Zerdia M, Demagh R. Analyse Numérique 3D de l’Interaction de Tunnels Jumeaux Investigation des Cuvettes Transversales. First International Congress on Advanced Geotechnical Engineering and Construction Management (ICAGECM’19), 9-10 December [Internet]. 2019. Publisher's Version
Zerdia M, Demagh R. Analyse Numérique 3D de l’Interaction de Tunnels Jumeaux Investigation des Cuvettes Transversales. First International Congress on Advanced Geotechnical Engineering and Construction Management (ICAGECM’19), 9-10 December [Internet]. 2019. Publisher's Version
Beghoul M, Demagh R. Analysis of Ground Surface Settlement Induced By Shield Tunneling in Soft Soils. Proceedings of Underground Construction, June 3-5, [Internet]. 2019. Publisher's Version
Beghoul M, Demagh R. Analysis of Ground Surface Settlement Induced By Shield Tunneling in Soft Soils. Proceedings of Underground Construction, June 3-5, [Internet]. 2019. Publisher's Version
Bouatia M, Demagh R, Derriche Z. The Effect of Rainfall Infiltration on Structures Buried in an Expansive Soil: The Case of Aine-Tine Water Supply Pipeline (Algeria). Proceedings of the Arabian Journal of Geosciences (CAJG), November 25-28, [Internet]. 2019. Publisher's Version
Bouatia M, Demagh R, Derriche Z. The Effect of Rainfall Infiltration on Structures Buried in an Expansive Soil: The Case of Aine-Tine Water Supply Pipeline (Algeria). Proceedings of the Arabian Journal of Geosciences (CAJG), November 25-28, [Internet]. 2019. Publisher's Version
Bouatia M, Demagh R, Derriche Z. The Effect of Rainfall Infiltration on Structures Buried in an Expansive Soil: The Case of Aine-Tine Water Supply Pipeline (Algeria). Proceedings of the Arabian Journal of Geosciences (CAJG), November 25-28, [Internet]. 2019. Publisher's Version
Bouatia M, Demagh R. Effect of the initial soil suction on Structures Buried in an Expansive Soil during a Rainfall Infiltration Case of Aine-Tine pipeline. First International Congress on Advanced Geotechnical Engineering and Construction Management (ICAGECM’19), 9-10 December. 2019.
Bouatia M, Demagh R. Effect of the initial soil suction on Structures Buried in an Expansive Soil during a Rainfall Infiltration Case of Aine-Tine pipeline. First International Congress on Advanced Geotechnical Engineering and Construction Management (ICAGECM’19), 9-10 December. 2019.
Amrane M, Messast S, Bezih K. Évaluation de modéles de sol constitutifs pour la prévision des mouvements causés par une excavation profonde dans les sables. First International Congress on Advances in Geotechnical Engineering and Construction Management (ICAGECM’19), 9-10 December. 2019.
Amrane M, Messast S, Bezih K. Évaluation de modéles de sol constitutifs pour la prévision des mouvements causés par une excavation profonde dans les sables. First International Congress on Advances in Geotechnical Engineering and Construction Management (ICAGECM’19), 9-10 December. 2019.
Amrane M, Messast S, Bezih K. Évaluation de modéles de sol constitutifs pour la prévision des mouvements causés par une excavation profonde dans les sables. First International Congress on Advances in Geotechnical Engineering and Construction Management (ICAGECM’19), 9-10 December. 2019.
Mebarki M, Kareche T, Derfouf F-EM, Taibi S, Abou-Bekr N. Hydromechanical behavior of a natural swelling soil of Boumagueur region (east of Algeria). Geomechanics and Engineering [Internet]. 2019;17 (1) :69-79. Publisher's VersionAbstract
This work presents an experimental study of the hydromechanical behavior of a natural swelling soil taken from Boumagueur region east of Algeria. Several pathological cases due to the soil shrinkage / swelling phenomenon were detected in this area. In a first part, the hydric behavior on drying-wetting paths was made, using the osmotic technics and saturated salts solutions to control suction. In The second part, using a new osmotic oedometer, the coupled behavior as a function of applied stresses and suction was investigated. It was shown that soil compressibility parameters was influenced by suction variations that an increase in suction is followed by a decrease in the virgin compression slope. On the other hand, the unloading slope of the oedometric curves was not obviously affected by the imposed suction. The decrease in suction strongly influences the apparent preconsolidation pressure, ie during swelling of the samples after wetting.
Mebarki M, Kareche T, Derfouf F-EM, Taibi S, Abou-Bekr N. Hydromechanical behavior of a natural swelling soil of Boumagueur region (east of Algeria). Geomechanics and Engineering [Internet]. 2019;17 (1) :69-79. Publisher's VersionAbstract
This work presents an experimental study of the hydromechanical behavior of a natural swelling soil taken from Boumagueur region east of Algeria. Several pathological cases due to the soil shrinkage / swelling phenomenon were detected in this area. In a first part, the hydric behavior on drying-wetting paths was made, using the osmotic technics and saturated salts solutions to control suction. In The second part, using a new osmotic oedometer, the coupled behavior as a function of applied stresses and suction was investigated. It was shown that soil compressibility parameters was influenced by suction variations that an increase in suction is followed by a decrease in the virgin compression slope. On the other hand, the unloading slope of the oedometric curves was not obviously affected by the imposed suction. The decrease in suction strongly influences the apparent preconsolidation pressure, ie during swelling of the samples after wetting.

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