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Auteur(e): Michael Ghali

2022
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 ORCID logo

2019
The Piezo-electric Ring Actuator technique (P-RAT) – 16 years of progress
Guy Lefebvre, Kamal Khayat, Mahmoud N Hussien, Ahmed Mhenni, Mohamed Ben Romdhane, Siwar Naji, Nancy Soliman, Deyab Gamal El-Dean, Ibrahim Lashin, Michael Ghali, Julien Anglade, Jerome Lapierre, Harlette Tchabacha, Walid Challouf, Yannic Éthier, Dania Elbeggo, Quentin Lecuru, Guillaume Dion, Mourad Karray ORCID logo

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 ORCID logo

2015
LABORATORY INVESTIGATION ON THE EFFECT OF GRAIN SIZE DISTRIBUTION OF GRANULAR MATERIAL ON CONE PENETRATION TEST RESULTS
Michael Ghali, Mohamed Chekirad, Varvara Roubtsova, Mourad Karray ORCID logo

INFLUENCE OF PARTICLES SHAPE, SIZE AND UNIFORMITY OF SANDS ON THE VOID RATIO RANGE AND CONSEQUENTLY ON THE DYNAMIC PENETRATION TESTS RESULTS
Michael Ghali, Mohamed Chekirad, Varvara Roubtsova, Mourad Karray ORCID logo

2014
Laboratory investigation on the effect of grain size distribution of granular material on penetration test results
Michael Ghali, Mahmoud N Hussien, Mohamed Chekirad, Varvara Roubtsova, Mourad Karray ORCID logo

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