• Analyse des problèmes couplés des écoulements souterrains Simulation numérique et géostatistique - Etude de cas         de la région de Biskra (Messameh Abdelhamid 2011) • Modélisation numérique de l’interaction sol-écrans butonnés en terrains meubles (HOUHOU Mohamed Nabil, 2010) • Etude  numérique de l’interaction sol – tunnelier en terrain meuble (Demagh Rafik, 2009) • Modélisation 3D d’ouvrages géotechniques (Khelifa Tarek, 2008) • Contribution à la modélisation numérique de l’effet de l’écoulement sur la stabilité des écrans (Benmebarek Naima,         2003) b) Plus de 20 mémoires Magisters soutenus c) Plus de 30 mémoires d’ingénieur soutenus d) Plus de 15 mémoires de Master LMD soutenus Principales publications a) Revues internationales à comité de lecture : 1. Benmebarek, S., Attallaoui, S., & Benmebarek, N. (2016). Interaction analysis of back-to-back mechanically stabilized earth Walls..Journal of Rock Mechanics and Geotechnical Engineering. 2. Remadna, M. S., Benmebarek, S., & Benmebarek, N. (2016). Numerical evaluation of the bearing capacity factor N’c of circular and ring footings.Geomechanics and Geoengineering, 1-13. 3. Kitchah, F., & Benmebarek, S. (2016). Finite difference analysis of an advance core pre-reinforcement system for Toulon's south tube. Journal of Rock Mechanics and Geotechnical Engineering, 8(5), 703-713. 4. Benmebarek, S., Attallaoui, S., & Benmebarek, N. (2016). Interaction analysis of back-to-back mechanically stabilized earth walls. Journal of Rock Mechanics and Geotechnical Engineering, 8(5), 697-702. 5. Djabri, M., & Benmebarek, S. (2016). FEM Analysis of Back-to-Back Geosynthetic-Reinforced Soil Retaining Walls. International Journal of Geosynthetics and Ground Engineering, 2(3), 26. 6. Houhou, M. N., Emeriault, F., & Vanoudheusden, É. (2016). Three-Dimensional Back-Analysis of an Instrumented Shallow Tunnel Excavated by a Conventional Method. Geotechnical and Geological Engineering, 1-17. 7. Benmebarek, s., Saifi, I., & Benmebarek, N. (2016). Undrained Vertical Bearing Capacity Factors for Ring Shallow Footings. DOI: 10.1007/s10706-016-0110-y. Geotechnical and Geological Engineering.