Abdellah Cherif Taiba
- : Hydraulic Conductivity of Binary Granular Systems: Does it Depend on Overall Regularity and Intergranular Porosity?. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering.
- (2024): One-Dimensional Compression Behavior of River Silty Sand: Emphasizing the Equivalent Void Ratio Concept. In: International Journal of Geomechanics, v. 24, n. 9 (September 2024).
- (2024): Reply to Discussion of “Experimental Study on Unconfined Compressive Strength of Rubberized Cemented Soil” by Abdellah Cherif Taiba, Youcef Mahmoudi, Mostefa Belkhatir. In: KSCE Journal of Civil Engineering, v. 28, n. 5 (February 2024).
- (2024): Comparative Study of Stress History Effects on Shear-Deformation Relations of Sands from the Mediterranean Region Integrating Specimen Preparation Techniques. In: International Journal of Geomechanics, v. 24, n. 2 (February 2024).
- (2023): Reply to Discussion of “Direct Shear Characteristics of Enzymatically Cemented Sands” by Abdellah Cherif Taiba, Youcef Mahmoudi, and Mostefa Belkhatir. In: KSCE Journal of Civil Engineering, v. 27, n. 6 (April 2023).
- (2021): Friction and maximum dilatancy angles of granular soils incorporating low plastic fines and depositional techniques effects. In: European Journal of Environmental and Civil Engineering, v. 26, n. 15 (November 2021).
- (2020): Characterization of mechanical behavior of binary granular assemblies through the equivalent void ratio and equivalent state parameter. In: European Journal of Environmental and Civil Engineering, v. 26, n. 7 (July 2020).
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