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Youcef Mahmoudi

Observed name: Y. Mahmoudi
ORCID: 0009-0001-0951-8610
Observed ORCID: 0009-0001-0951-8610
OpenAlex ID: A5028011993
Insight into the Effect of Granulometric Characteristics on the Static Liquefaction Susceptibility of Silty Sand Soils
2015 · Abdellah Cherif Taiba, Mostefa Belkhatir, et al. · Geotechnical and Geological Engineering · 54
Experimental Investigation into the Influence of Roundness and Sphericity on the Undrained Shear Response of Silty Sand Soils
2018 · Abdellah Cherif Taiba, Youcef Mahmoudi, et al. · Geotechnical Testing Journal · 37
Laboratory study on undrained shear behaviour of overconsolidated sand–silt mixtures: effect of the fines content and stress state
2016 · Youcef Mahmoudi, Abdellah Cherif Taiba, et al. · International Journal of Geotechnical Engineering · 32
Evaluation of hydraulic conductivity through particle shape and packing density characteristics of sand–silt mixtures
2019 · Abdellah Cherif Taiba, Youcef Mahmoudi, et al. · Marine Georesources and Geotechnology · 31
Shear characteristics of fly ash improved sand as an embankment material for road infrastructure purpose
2021 · Hamou Azaiez, Abdellah Cherif Taiba, et al. · Innovative Infrastructure Solutions · 28
Characterization of Granular Materials Treated with Fly Ash for Road Infrastructure Applications
2020 · Hamou Azaiez, Abdellah Cherif Taiba, et al. · Transportation Infrastructure Geotechnology · 28
Characterization of mechanical behavior of binary granular assemblies through the equivalent void ratio and equivalent state parameter
2020 · Youcef Mahmoudi, Abdellah Cherif Taiba, et al. · European Journal of Environmental and Civil engineering · 28
Packing Density and Overconsolidation Ratio Effects on the Mechanical Response of Granular Soils
2019 · Youcef Mahmoudi, Abdellah Cherif Taiba, et al. · Geotechnical and Geological Engineering · 28
Experimental characterization of the undrained instability and steady state of silty sand soils under monotonic loading conditions
2017 · Abdellah Cherif Taiba, Youcef Mahmoudi, et al. · International Journal of Geotechnical Engineering · 27
Experimental Investigation on Undrained Shear Behavior of Overconsolidated Sand-Silt Mixtures: Effect of Sample Reconstitution
2016 · Y. Mahmoudi, A. Cherif Taiba, et al. · Geotechnical Testing Journal · 27
Influence of the Particle Size on the Flow Potential and Friction Index of Partially Saturated Sandy Soils
2021 · Khayreddine Doumi, Youcef Mahmoudi, et al. · Transportation Infrastructure Geotechnology · 25
Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the-art review
2022 · Abdellah Cherif Taiba, Youcef Mahmoudi, et al. · Geomechanics and Geoengineering · 24
Fly Ash Effects on the Stress-Dilatancy Relation of Coarse Soils: Particle Morphology Role
2023 · Amine Taibi, Youcef Mahmoudi, et al. · Geotechnical and Geological Engineering · 23
Friction and maximum dilatancy angles of granular soils incorporating low plastic fines and depositional techniques effects
2021 · Youcef Mahmoudi, Abdellah Cherif Taiba, et al. · European Journal of Environmental and Civil engineering · 23
Deformation characteristics of natural river sand under compression loading incorporating extreme particle diameters impacts
2022 · Leila Hazout, Abdellah Cherif Taiba, et al. · Marine Georesources and Geotechnology · 18
Comprehensive laboratory study on stress–strain of granular soils at constant global void ratio: combined effects of fabrics and silt content
2022 · Youcef Mahmoudi, Abdellah Cherif Taiba, et al. · Acta Geotechnica · 16
Assessment of the correlation between grain angularity parameter and friction index of sand containing low plastic fines
2019 · Abdellah Cherif Taiba, Youcef Mahmoudi, et al. · Geomechanics and Geoengineering · 16
Influence of Soil Fabrics and Stress State on the Undrained Instability of Overconsolidated Binary Granular Assemblies
2018 · Youcef Mahmoudi, Abdellah Cherif Taiba, et al. · Studia Geotechnica et Mechanica · 16
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Experimental investigation of the influence of relative effective diameter on the ultimate shear strength of partially saturated granular soils
2020 · Khayreddine Doumi, Mostefa Belkhatir, et al. · Acta geotechnica slovenica · 13
Experimental Evidence Into the Impact of Sample Reconstitution on the Pore Water Pressure Generation of Overconsolidated Silty Sand Soils
2019 · Youcef Mahmoudi, Abdellah Cherif Taiba, et al. · Journal of geoengineering · 13
One-Dimensional Compression Behavior of River Silty Sand: Emphasizing the Equivalent Void Ratio Concept
2024 · Youcef Mahmoudi, Abdellah Cherif Taiba, et al. · International Journal of Geomechanics · 11
Predicting the saturated hydraulic conductivity of particulate assemblies based on active fraction of fines and particle-size disparity parameters
2021 · Abdellah Cherif Taiba, Youcef Mahmoudi, et al. · Geomechanics and Geoengineering · 11
Effects of gradation on the mobilized friction angle for the instability and steady states of sand-silt mixtures: experimental evidence
2019 · Abdellah Cherif Taiba, Youcef Mahmoudi, et al. · Acta geotechnica slovenica · 11
Mechanical Properties of Sand Enhanced by Combined Polymer Stabilizer and Natural Fibers
2024 · Mohammed Megrousse, Youcef Mahmoudi, et al. · Transportation Infrastructure Geotechnology · 10
Influence of fines and gravel particles on strength-dilatancy of river sand: Effect of depositional conditions
2024 · Abdelbassit Abdessamed Ouici, Abdellah Cherif Taiba, et al. · Marine Georesources and Geotechnology · 10
Works count: 65
Citation count: 667
H-index: 16
I10-index: 27
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