2022
Soltani K, Benzouai M, Mouss M-D.
Use of Petri Nets to Model the Maintenance of Multi Site Compagny. International Congress of Energies and Engineering of Industrial ProcessesCEGPI’22 23 - 25 May. 2022.
Khaoula S, Messaoud B, Djamel MM.
Use of Petri Nets to Model the Maintenance of Multi Site Compagny. International Congress of Energies and Engineering of Industrial ProcessesCEGPI’22, 23 - 25 May. 2022.
Soltani K, Benzouai M, Mouss M-D.
Use of Petri Nets to Model the Maintenance of Multi Site Compagny. International Congress of Energies and Engineering of Industrial ProcessesCEGPI’22 23 - 25 May. 2022.
Soltani K, Benzouai M, Mouss M-D.
Use of Petri Nets to Model the Maintenance of Multi Site Compagny. International Congress of Energies and Engineering of Industrial ProcessesCEGPI’22 23 - 25 May. 2022.
Khaoula S, Messaoud B, Djamel MM.
Use of Petri Nets to Model the Maintenance of Multi Site Compagny. International Congress of Energies and Engineering of Industrial ProcessesCEGPI’22, 23 - 25 May. 2022.
Zermane H.
Web Fuzzy Based Autonomous Control System. 4th International Conference on Engineering Science and Technology (ICEST2022) 16th-17th of February. 2022.
Amrane M, Messast S, Demagh R.
Analyse Numerique D’une Fondation Superficielle Reposant Sur Un Sol Non-Sature En Hypoplasticite. 5ème Colloque International sur les sols Non Saturés, UNSAT, 15-16 Mars. 2022.
Amrane M, Messast S, Demagh R.
Analyse Numerique D’une Fondation Superficielle Reposant Sur Un Sol Non-Sature En Hypoplasticite. 5ème Colloque International sur les sols Non Saturés, UNSAT, 15-16 Mars. 2022.
Amrane M, Messast S, Demagh R.
Analyse Numerique D’une Fondation Superficielle Reposant Sur Un Sol Non-Sature En Hypoplasticite. 5ème Colloque International sur les sols Non Saturés, UNSAT, 15-16 Mars. 2022.
Yahiaoui D, SAADI M, Bouzid T.
Compressive Behavior of Concrete Containing Glass Fibers and Confined with Glass FRP Composites. International Journal of Concrete Structures and Materials [Internet]. 2022.
Publisher's VersionAbstractIn this paper, numerous experimental tests were carried out to study the behavior of concrete containing glass fibers and confined with glass fiber-reinforced polymer (GFRP). Concrete specimens containing different fiber percentages ( 0.3 wt.%, 0.6 wt.%, 0.9 wt.% or 1.2 wt.%) and with different strengths of concrete (8.5 MPa, 16 MPa and 25 MPa) and different confinement levels (two, four and six layers of GFRP) were used as research parameters. The samples were tested to failure under pure axial compression. The results imply that the confinement effect with GFRP is relatively higher for concrete samples containing glass fiber (GFCC) with a percentage equal to 0.6 wt.%. The theoretical of stress ratios (fcc/fco) estimated by using existing ultimate strength models are found to be close to the experimental results for high strength of GFCC, but not close to the experimental results for low strength of GFCC.
Yahiaoui D, SAADI M, Bouzid T.
Compressive Behavior of Concrete Containing Glass Fibers and Confined with Glass FRP Composites. International Journal of Concrete Structures and Materials [Internet]. 2022.
Publisher's VersionAbstractIn this paper, numerous experimental tests were carried out to study the behavior of concrete containing glass fibers and confined with glass fiber-reinforced polymer (GFRP). Concrete specimens containing different fiber percentages ( 0.3 wt.%, 0.6 wt.%, 0.9 wt.% or 1.2 wt.%) and with different strengths of concrete (8.5 MPa, 16 MPa and 25 MPa) and different confinement levels (two, four and six layers of GFRP) were used as research parameters. The samples were tested to failure under pure axial compression. The results imply that the confinement effect with GFRP is relatively higher for concrete samples containing glass fiber (GFCC) with a percentage equal to 0.6 wt.%. The theoretical of stress ratios (fcc/fco) estimated by using existing ultimate strength models are found to be close to the experimental results for high strength of GFCC, but not close to the experimental results for low strength of GFCC.
Yahiaoui D, SAADI M, Bouzid T.
Compressive Behavior of Concrete Containing Glass Fibers and Confined with Glass FRP Composites. International Journal of Concrete Structures and Materials [Internet]. 2022.
Publisher's VersionAbstractIn this paper, numerous experimental tests were carried out to study the behavior of concrete containing glass fibers and confined with glass fiber-reinforced polymer (GFRP). Concrete specimens containing different fiber percentages ( 0.3 wt.%, 0.6 wt.%, 0.9 wt.% or 1.2 wt.%) and with different strengths of concrete (8.5 MPa, 16 MPa and 25 MPa) and different confinement levels (two, four and six layers of GFRP) were used as research parameters. The samples were tested to failure under pure axial compression. The results imply that the confinement effect with GFRP is relatively higher for concrete samples containing glass fiber (GFCC) with a percentage equal to 0.6 wt.%. The theoretical of stress ratios (fcc/fco) estimated by using existing ultimate strength models are found to be close to the experimental results for high strength of GFCC, but not close to the experimental results for low strength of GFCC.
Benaicha AC, Mansouri T, SAADI M, Yahiaoui D.
Contribution à l'étude d'amélioration de la capacité portante d'un talus par des géogrilles et des ancrages en grilles. 1 er Séminaire National de Génie Civil et des Travaux Publics SNGCTP-1 [Internet]. 2022.
Publisher's Version Benaicha AC, Mansouri T, SAADI M, Yahiaoui D.
Contribution à l'étude d'amélioration de la capacité portante d'un talus par des géogrilles et des ancrages en grilles. 1 er Séminaire National de Génie Civil et des Travaux Publics SNGCTP-1 [Internet]. 2022.
Publisher's Version Benaicha AC, Mansouri T, SAADI M, Yahiaoui D.
Contribution à l'étude d'amélioration de la capacité portante d'un talus par des géogrilles et des ancrages en grilles. 1 er Séminaire National de Génie Civil et des Travaux Publics SNGCTP-1 [Internet]. 2022.
Publisher's Version Benaicha AC, Mansouri T, SAADI M, Yahiaoui D.
Contribution à l'étude d'amélioration de la capacité portante d'un talus par des géogrilles et des ancrages en grilles. 1 er Séminaire National de Génie Civil et des Travaux Publics SNGCTP-1 [Internet]. 2022.
Publisher's Version Bezih K, al.
Effect of soil-structure interaction on the long-term response of RC structures. 44th Paris International Conference on Advance in Enginnering Science & Technologie (PAEST-2022). Septembre 26-28 [Internet]. 2022.
Publisher's Version Bezih K, al.
Effect of soil-structure interaction on the long-term response of RC structures. 44th Paris International Conference on Advance in Enginnering Science & Technologie (PAEST-2022). Septembre 26-28 [Internet]. 2022.
Publisher's Version