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Dive into the research topics where Mohamed Chekired is active.

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Featured researches published by Mohamed Chekired.


Archive | 2016

3D Numerical Simulations of Particle–Water Interaction Using a Virtual Approach

Varvara Roubtsova; Mohamed Chekired

Three-dimensional flow of a Newtonian fluid through porous media consisting of multisized perfectly spherical beads is numerically simulated. Porous media are virtually and randomly generated, in accordance with the particle size distribution. All the physical features of the porous media are fully represented and considered, in order to closely mimic the heterogeneity of these media. Simulations show that the smallest particles strongly affect the streamline shape by imposing small pores and small throats, and also by providing the shortest paths. The third dimension has a particular effect, which is to allow the streamlines to follow the path of least resistance, where the least amount of energy is required to produce the motion of a fluid particle. Once the three-dimensional images have been produced, the proposed model provides a three-dimensional representation of the streamlines and their velocity. Unfortunately, the results currently generated do not agree well with those proposed in the literature. Consequently, there is a pressing need to verify these results by conducting more numerical tests.


VII European Congress on Computational Methods in Applied Sciences and Engineering | 2016

A MORE COMPREHENSIVE MODELING OF CONTACT FORCE DURING SHEAR TESTING USING DEM

Varvara Roubtsova; Mohamed Chekired

Abstract. The subject of this paper is a visualization tool which may prove helpful for understanding the highly complex responses of granular systems during shear tests. The motivation of such approach is to face the challenge related to the micro scale contact forces in a granular system. The Discrete Element Method (DEM) was used to simulate shear testing on an assembly of spherical glass beads. All simulations were performed using the 3D virtual laboratory SiGran. The macro-scale response of the granular system is presented, including energy and force distributions. Two particle-size distributions were considered in the study to validate the virtual approach. The influence of the contact model is also a part of this study.


Canadian Geotechnical Journal | 2018

Use of pore pressure build-up as damage metric in computation of equivalent number of uniform strain cycles

Marwan Khashila; Mahmoud N. Hussien; Mourad Karray; Mohamed Chekired


Journal of Applied Geophysics | 2017

Inspection of the lids of shallowly buried concrete structures based on the propagation of surface waves

Simon-Pierre Tremblay; Mourad Karray; Mohamed Chekired; Carole Bessette; Livius Jinga


Archive | 2016

Importance of the coherence between geophysical and geotechnical data in estimating the dynamic response of soils

Mourad Karray; Mahmoud N. Hussien; Mohamed Chekired; Yannic Éthier


PanAm Unsaturated Soils 2017 | 2018

Experimental Study of Suction Stress Characteristic Framework for Granular Materials Using Conventional Direct Shear Test

Emad Maleksaeedi; Mathieu Nuth; Sogol Sarlati; Mohamed Chekired


International Journal of Geomechanics | 2018

Assessment of Conventional Interpretation Methods of RC Results Based on 3D Numerical Simulations

Ibrahim Lashin; Mahmoud N. Hussien; Mourad Karray; Mohamed Chekired


International Journal of Geomechanics | 2018

Closure to “Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression” by Samaneh Amirpour Harehdasht, Mourad Karray, Mahmoud N. Hussien, and Mohamed Chekired

Samaneh Amirpour Harehdasht; Mourad Karray; Mahmoud N. Hussien; Mohamed Chekired


International Journal of Geomechanics | 2017

Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression

Samaneh Amirpour Harehdasht; Mourad Karray; Mahmoud N. Hussien; Mohamed Chekired


Construction and Building Materials | 2017

Experimental assessment of the effect of particle characteristics on rheological properties of model mortar

K. Daddy Kabagire; Paco Diederich; Ammar Yahia; Mohamed Chekired

Collaboration


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Mourad Karray

Université de Sherbrooke

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Yannic Éthier

École de technologie supérieure

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Ammar Yahia

Université de Sherbrooke

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Fernando Avendano

École de technologie supérieure

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Ibrahim Lashin

Université de Sherbrooke

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