Structural behavior of pipelines buried in expansive soils under rainfall infiltration (Part I: transverse behavior) M Bouatia, R Demagh, Z Derriche Civil Engineering Journal 6 (9), 1822-1838, 2020 | 17 | 2020 |
Numerical Investigation on Buried Pipelines Subjected to Permanent Ground Deformations Due to Shallow Slope Failures. M Bouatia, R Demagh, Z Derriche Jordan Journal of Civil Engineering 17 (1), 2023 | 2 | 2023 |
Analysis of Flexible Pavement Structural Behavior Considering Decreased Subgrade Resilient Modulus M Bouatia MATEC Web of Conferences 394, 01004, 2024 | | 2024 |
Analyse Numérique du Comportement d’une Conduite sur un Versant Non-Saturé Instable de Grande Hauteur. Cas de la Conduite AEP de Ain Tinn-Mila.(Numerical Analysis of Pipeline … M BOUATIA Université de Batna 2, 2021 | | 2021 |
Excavation Stability Study with Inclination of Cut Slopes at 45 and 90 in the long-term (LT) and short-term (ST) States: A Case Study H KHELALFA, N OSMANE, M BOUATIA Indian Journal of Engineering 17 (48), 470-482, 2020 | | 2020 |
Numerical Assessment of Slope Stability of Ain-Tinn Mila Province (Algeria) M Bouatia, R Demagh Advances in Numerical Methods in Geotechnical Engineering: Proceedings of …, 2019 | | 2019 |
Effect of the initial soil suction on Structures Buried in an Expansive Soil during a Rainfall Infiltration Case of Aine-Tine pipeline M Bouatia, R Demagh 1st International Congress on Advances in Geotechnical Engineering and …, 0 | | |
2D and 3D Numerical Investigation of Slope Stability–Case of Mila (Algeria) M BOUATIA, R DEMAGH | | |