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Abdellah CHERIF TAIBA
Abdellah CHERIF TAIBA
Adresse e-mail validée de univ-chlef.dz - Page d'accueil
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Insight into the effect of granulometric characteristics on the static liquefaction susceptibility of silty sand soils
A Cherif Taiba, M Belkhatir, A Kadri, Y Mahmoudi, T Schanz
Geotechnical and Geological Engineering 34, 367-382, 2016
682016
Laboratory study on undrained shear behaviour of overconsolidated sand–silt mixtures: effect of the fines content and stress state
Y Mahmoudi, A Cherif Taiba, M Belkhatir, A Arab, T Schanz
International Journal of Geotechnical Engineering 12 (2), 118-132, 2018
372018
Experimental Investigation into the Influence of Roundness and Sphericity on the Undrained Shear Response of Silty Sand Soils
Cherif Taiba Abdellah., Mahmoudi Youcef., Belkhatir Mostefa., Schanz Tom
Geotechnical Testing journal 41 (3), 2018
362018
Experimental characterization of the undrained instability and steady state of silty sand soils under monotonic loading conditions
A Cherif Taiba, Y Mahmoudi, M Belkhatir, A Kadri, T Schanz
International Journal of Geotechnical Engineering 12 (5), 513-529, 2018
342018
Experimental investigation on undrained shear behavior of overconsolidated sand-silt mixtures: effect of sample reconstitution
Y Mahmoudi, A Cherif Taiba, M Belkhatir, T Schanz
Geotechnical Testing Journal 39 (3), 515-523, 2016
312016
Evaluation of Hydraulic Conductivity through Particle Shape and Packing Density Characteristics of Sand-Silt Mixtures
AC Taiba, Y Mahmoudi, L Hazout, M Belkhatir, W Baille
Marine Georesources and Geotechnology, 2019
242019
Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the-art review
A Cherif Taiba, Y Mahmoudi, H Azaiez, M Belkhatir
Geomechanics and Geoengineering 18 (4), 299-308, 2023
222023
Shear characteristics of fly ash improved sand as an embankment material for road infrastructure purpose
H Azaiez, A Cherif Taiba, Y Mahmoudi, M Belkhatir
Innovative Infrastructure Solutions 6 (3), 148, 2021
202021
Characterization of granular materials treated with fly ash for road infrastructure applications
H Azaiez, AC Taiba, Y Mahmoudi, M Belkhatir
Transportation Infrastructure Geotechnology 8, 228-253, 2021
202021
Friction and maximum dilatancy angles of granular soils incorporating low plastic fines and depositional techniques effects
Y Mahmoudi, A Cherif Taiba, L Hazout, M Belkhatir
European Journal of Environmental and Civil Engineering 26 (15), 7503-7525, 2022
192022
Assessment of the correlation between grain angularity parameter and friction index of sand containing low plastic fines
A Cherif Taiba, Y Mahmoudi, M Belkhatir, W Baille
Geomechanics and Geoengineering, 1-17, 2019
19*2019
Characterization of mechanical behavior of binary granular assemblies through the equivalent void ratio and equivalent state parameter
Y Mahmoudi, A Cherif Taiba, M Belkhatir, W Baille, T Wichtmann
European Journal of Environmental and Civil Engineering, 1-29, 2020
182020
Packing Density and Overconsolidation Ratio Effects on the Mechanical Response of Granular Soils
Y Mahmoudi, AC Taiba, L Hazout, M Belkhatir, W Baille
Geotechnical and Geological Engineering 38 (1), 723-742, 2020
172020
Influence of Soil Fabrics and Stress State on the Undrained Instability of Overconsolidated Binary Granular Assemblies
M Youcef, AC Taiba, L Hazout, W Baille, B Mostefa
Studia Geotechnica et Mechanica, 2018
172018
Effects of gradation on the mobilized friction angle for the instability and steady states of sand-silt mixtures: experimental evidence
AC Taiba, Y Mahmoudi, L Hazout, W Bailie, M Belkhatir
Acta Geotechnica Slovenica 16 (1), 79-95, 2019
162019
Influence of the particle size on the flow potential and friction index of partially saturated sandy soils
K Doumi, Y Mahmoudi, A Cherif Taiba, W Baille, M Belkhatir
Transportation Infrastructure Geotechnology, 1-25, 2021
142021
Fly ash effects on the stress-dilatancy relation of coarse soils: Particle morphology role
A Taibi, Y Mahmoudi, A Cherif Taiba, H Azaiez, M Belkhatir
Geotechnical and Geological Engineering 41 (4), 2517-2536, 2023
132023
Laboratory Study on Susceptibility of Liquefaction of Silty Sand Soils: Effect of Size and Shape of Grain
A Cherif Taiba
PhD. Thesis, University of Chlef, Algeria, 2017
132017
Experimental Investigation on the Influence of Relative Effective Diameter on Ultimate Shear Strength of Partially Saturated Granular Soils
K Doumi, M Belkhatir, AC Taiba, Y Mahmoudi, W Baille
Acta Geotechnica Slovenica, 1, 2020
112020
Effect of gradation on mechanical behavior of silty sand soils
A Cherif Taiba, Y Mahmoudi, M Belkhatir, A Kadri
11*2014
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