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Author: Mahmoud N. Hussien

St. John's 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, Dania Elbeggo, Quentin Lecuru, Guillaume Dion, Mourad Karray ORCID logo, Yannic Ethier ORCID logo

Comparative analysis of Hydro-Station liquefaction potential: A case study
Claudine Nackers, Noureddine Ghlamallah, Mahmoud N. Hussien, Chekired Mohamed, Mourad Karray ORCID logo

Edmonton 2018

Effects of frequency content on dynamic slopes stability for Eastern Canada clays
Jonathan Mole, Mahmoud N. Hussien, Marie-Christine Delisle, Pascal Locat, Remi Mompin, Catherine Ledoux, Mourad Karray ORCID logo

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 ORCID logo

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

Ottawa 2017

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 ORCID logo

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 ORCID logo

Variation of the stress reduction coefficient between Eastern and Western regions of North America
Eliane Harpin, Mahmoud N. Hussien, Mourad Karray ORCID logo

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 ORCID logo

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

Incorporation of the spectral pseudo-static procedure into the limit equilibrium slope stability software - SVSLOPE
Mahmoud N. Hussien, Fady Ghobrial, Murray Fredlund, HaiHua Lu, Rob Thode, Mourad Karray ORCID logo

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

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 ORCID logo

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

Vancouver 2016

Anomaly detection under roads by the multi modal analysis of Rayleigh waves (MMASW)
Mahmoud N. Hussien, Bruno Paquet-Bouchard, Mourad Karray ORCID logo, Yannic Ethier ORCID logo

Numerical Study on the Effect of Particle Grading on the Triaxial Shear Response of an Idealized Granular Assemblage from Micro to Macro
Amirpour Harehdasht Samaneh, Mahmoud N. Hussien, Mohamed Chekirad, Varvara Roubtsova, Mourad Karray ORCID logo

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

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

Québec City 2015

MINIMIZING SCALING EFFECT ON THE MEASURED VS USING THE P-RAT
Mohamed Ben Romdhan, Mahmoud N. Hussien, Mourad Karray ORCID logo

CORRELATION BETWEEN ELASTIC MODULUS AND SHEAR WAVE VELOCITY AT LARGE STRAIN LEVEL
Mohamed Ben Romdhan, Mahmoud N. Hussien, Mourad Karray ORCID logo

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 ORCID logo

Regina 2014

Influence of pullout loads on the lateral response of pile foundation
Mahmoud N. Hussien, Tetsuo Tobita, Susumu Iai, Mourad Karray ORCID logo

The use of piezoelectric ring-actuator technique (P-RAT) in shear wave velocity measurement in granular media
Mohamed Ben Romdhan, Mahmoud N. Hussien, Mohamed Chekirad, Varvara Roubtsova, Mourad Karray ORCID logo

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

Effects of non-linear soil-structure interaction on dynamic characteristics of structures supported on piles
Mahmoud N. Hussien, Tetsuo Tobita, Susumu Iai, Mourad Karray ORCID logo

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