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 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 VersionAbstractThis 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 VersionAbstractThis 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 VersionAbstractThis 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 VersionAbstractThis 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.