Author: Michael Ghali
Calgary 2022
Modern correlation for SPT-N and Vs to predict the in-situ Dr based on geotechnical parameters of cohesionless soilsMichael Ghali, Michael Snow, Simon Grenier, Mohamed Chekired, Mourad Karray
St. John's 2019
The Piezo-electric Ring Actuator technique (P-RAT) – 16 years of progressGuy 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, Dania Elbeggo, Quentin Lecuru, Guillaume Dion, Mourad Karray
, Yannic Ethier 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
Québec City 2015
LABORATORY INVESTIGATION ON THE EFFECT OF GRAIN SIZE DISTRIBUTION OF GRANULAR MATERIAL ON CONE PENETRATION TEST RESULTSMichael Ghali, Mohamed Chekirad, Varvara Roubtsova, Mourad Karray
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
Regina 2014
Laboratory investigation on the effect of grain size distribution of granular material on penetration test resultsMichael Ghali, Mahmoud N. Hussien, Mohamed Chekirad, Varvara Roubtsova, Mourad Karray
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