Auteur(e): Mohamed Chekired

Modern correlation for SPT-N and Vs to predict the in-situ Dr based on geotechnical parameters of cohesionless soils
Michael Ghali, Michael Snow, Simon Grenier, Mohamed Chekired, Mourad Karray

Experimental assessment of shear modulus reduction curve for granular soils
Ibrahim Lashin, Mustapha Abdellaziz, Mohamed Chekired, Mourad Karray

A laboratory-based study correlating the large-strain static constrained modulus to the small-strain shear modulus for clean sands
Ibrahim Lashin, Michael Ghali, Mohamed Chekired, Mourad Karray

3D Simulation of Packing of Heterogeneous Ellipsoidal Particles using Discrete Element Method
Elham Kheradmand, Serge Prudhomme, Marc Laforest, Mohamed Chekired, Varvara Roubtsova

Assessment of the effect of specimen size and confinement method on the results of simple shear test
Mustapha Abdellaziz, Mahmoud N Hussien, Mohamed Chekired, Mourad Karray

Stiffness and shear strength characteristics of unsaturated glass-beads: experimental observations
Sogol Sarlati, Emad Maleksaeedi, Mathieu Nuth, Mohamed Chekired

Measurement of Hydraulic Conductivity Variation in Post Seismic Behavior of Sand Using TxSS
Aya Bayoumi, Mohamed Chekired, Mourad Karray

Numerical study of the flow field around spheroidal particles
Mohamed Chekired, Varvara Roubtsova, Elham Kheradmand, Serge Prudhomme, Marc Laforest

Liquefaction assessment from laboratory tests on undisturbed and reconstituted silty soil specimens
Betegard Jeudy, Mahmoud N Hussien, Mohamed Chekired, Mourad Karray

Effect of frequency, strain ratio and specimen preparation on pore pressure generation of a silty soil at Sorel
Betegard Jeudy, Mahmoud N Hussien, Mohamed Chekired, Mourad Karray

Variation of liquefaction potential curves in CTX and TxSS tests
Marwan Khashila, Mahmoud N Hussien, Mohamed Chekired, Mourad Karray

Analysis of cyclic testing of tailings using the triaxialsimple shear (TxSS) apparatus
Xavier Archambault-Alwin, Michael James, Mohamed Chekired, Mourad Karray

The influence of back pressure on the cyclic resistance of tailings using the triaxial-simple shear device
Xavier Archambault-Alwin, Michael James, Mohamed Chekired, Mourad Karray

3D sensitivity analyses of the factors affecting the estimation of the small-strain shear modulus from RC outcomes
Ibrahim Lashin, Mahmoud N Hussien, Mohamed Chekired, Mourad Karray

Assessment of the effect of loading frequency on cyclic behaviour of sensitive clay
Mustapha Abdellaziz, Mahmoud N Hussien, Mohamed Chekired, Mourad Karray

Use of shear wave velocity to assess liquefaction potential of silty till along the new Champlain Bridge Project Corridor in Montreal
Mahmoud N Hussien, Betegard Jeudy, Mohamed Chekired, Simon Grenier, Mourad Karray

Laboratory-based assessment of liquefaction potential of sandy soils using TxSS and P-RAT data
Samaneh Amirpour Harehdasht, Mahmoud N Hussien, Mohamed Chekired, Anna Chiaradonna, Mourad Karray

DEM simulation with elliptical particles for micro-level geotechnics simulations
Mohamed Chekired, Varvara Roubtsova, Elham Kheradmand Nezhad, Serge Prudhomme, Marc Laforest

Use of TxSS test for assessment of post seismic behaviour of soils
Aya Bayoumi, Mahmoud N Hussien, Mohamed Chekired, Mourad Karray

A modified oedometer apparatus for experimentally obtaining the soil-water retention curve
Emad Maleksaeedi, Mathieu Nuth, Mohamed Chekired

Effective stress analysis of liquefaction potential using a novel approach based on the energy concept - case study
Mahmoud Hussein, Mohamed Chekired, Simon Grenier, Mourad Karray

Small strain stiffness and stiffness degradation curve of sensitive Champlain clay
Mahmoud N Hussien, Mohamed Chekired, Mourad Karray , Yannic Ethier

Numerical Study of Oscillating Particle in Viscous Fluid
Mohamed Chekired, Varvara Roubtsova

Importance of the coherence between geophysical and geotechnical data in estimating the dynamic response of soils
Mahmoud N Hussien, Mohamed Chekired, Mourad Karray , Yannic Ethier

ASSESSMENT OF COMPATIBILITY BETWEEN EXISTING LIQUEFACTION CHARTS IN EASTERN REGIONS OF NORTH AMERICA
Mahmoud Nasser, Mohamed Chekired, Mourad Karray

NON-DESTRUCTIVE INSPECTION OF THE SURFACE OF UNDERGROUND STRUCTURES BASED ON THE PROPAGATION OF SURFACE WAVE
Simon-Pierre Tremblay, Mohamed Chekired, Carole Bessette, Livius Jinga, Mourad Karray

ANALYZING THE MACRO AND MICRO-SCALE RESPONSE OF AN IDEALISED GRANULAR MATERIAL IN DIRECT SHEAR TEST USING 3D-DEM SIMULATIONS AND EXPERIMENTAL INVESTIGATIONS
Samaneh Amirpour Harehdasht, Mahmoud N Hussien, Varvara Roubtsova, Mohamed Chekired, Mourad Karray

EVALUATION OF DSS TEST RESULTS ON GRANULAR SOILS BASED ON TXSS RESULTS
Mahmoud Hussien, Mohamed Chekired, Mourad Karray

EXPERIMENT SETUP FOR SIMPLE SHEAR TESTS IN A TRIAXIAL CELL: TXSS
Mohamed Chekired, Réjean Lemire, Mahmoud Hussein, Mourad Karray

EVALUATION OF EQUIVALENT CYCLE LIQUEFACTION CONCEPT BASED ON TXSS TEST RESULTS
Marwan Khashila, Mahmoud Hussien, Mohamed Chekired, Mourad Karray

FAILURE MECHANISMS OF UNDERGROUND STRUCTURES DURING EARTHQUAKE: AN OVERVIEW
Ahmed Mahmoud, Mahmoud Hussien, Mohamed Chekired, C Bessette, L Jinga, Mourad Karray

Caractérisation d’un modèle de sol constitué de billes de verre polydisperses pour l’étude des écoulements en milieu poreux
Céline Bouin, Yannic A Ethier, Jean-Sébastien Dubé, Mohamed Chekired

Physical modeling of stone column installation in fine sand and its effect on lateral to vertical stress ratio
Olivier Hurley, Mathieu Nuth, Mourad Karray, Frédéric Massé, Claire Mollereau, Mounir Bouassida, Mohamed Chekired