- Hydraulic Conductivity of Binary Granular Systems: Does it Depend on Overall Regularity and Intergranular Porosity?. Dans: Iranian Journal of Science and Technology, Transactions of Civil Engineering. :
- One-Dimensional Compression Behavior of River Silty Sand: Emphasizing the Equivalent Void Ratio Concept. Dans: International Journal of Geomechanics, v. 24, n. 9 (septembre 2024). (2024):
- Reply to Discussion of “Experimental Study on Unconfined Compressive Strength of Rubberized Cemented Soil” by Abdellah Cherif Taiba, Youcef Mahmoudi, Mostefa Belkhatir. Dans: KSCE Journal of Civil Engineering, v. 28, n. 5 (février 2024). (2024):
- Comparative Study of Stress History Effects on Shear-Deformation Relations of Sands from the Mediterranean Region Integrating Specimen Preparation Techniques. Dans: International Journal of Geomechanics, v. 24, n. 2 (février 2024). (2024):
- Reply to Discussion of “Direct Shear Characteristics of Enzymatically Cemented Sands” by Abdellah Cherif Taiba, Youcef Mahmoudi, and Mostefa Belkhatir. Dans: KSCE Journal of Civil Engineering, v. 27, n. 6 (avril 2023). (2023):
- Friction and maximum dilatancy angles of granular soils incorporating low plastic fines and depositional techniques effects. Dans: European Journal of Environmental and Civil Engineering, v. 26, n. 15 (novembre 2021). (2021):
- Experimental study of the overconsolidation and saturation effects on the mechanical characteristics and residual strength of Chlef river sandy soil. Dans: Periodica Polytechnica Civil Engineering, v. 54, n. 2 ( 2010). (2010):
- Characterization of mechanical behavior of binary granular assemblies through the equivalent void ratio and equivalent state parameter. Dans: European Journal of Environmental and Civil Engineering, v. 26, n. 7 (juillet 2020). (2020):
- Undrained shear strength of sand-silt mixture: Effect of intergranular void ratio and other parameters. Dans: KSCE Journal of Civil Engineering, v. 15, n. 8 (novembre 2011). (2011):