| Influence of vertical loads on lateral response of pile foundations in sands and clays L Hazzar, MN Hussien, M Karray Journal of rock mechanics and geotechnical engineering 9 (2), 291-304, 2017 | 94 | 2017 |
| On the influence of vertical loads on the lateral response of pile foundation MN Hussien, T Tobita, S Iai, M Karray Computers and Geotechnics 55, 392-403, 2014 | 89 | 2014 |
| Shear wave velocity as a geotechnical parameter: an overview MN Hussien, M Karray Canadian Geotechnical Journal 53 (2), 252-272, 2015 | 79 | 2015 |
| Soil-pile-structure kinematic and inertial interaction observed in geotechnical centrifuge experiments MN Hussien, T Tobita, S Iai, M Karray Soil Dynamics and Earthquake Engineering 89, 75-84, 2016 | 66 | 2016 |
| Measuring shear wave velocity of granular material using the piezoelectric ring-actuator technique (P-RAT) M Karray, M Ben Romdhan, MN Hussien, Y Éthier Canadian Geotechnical Journal 52 (9), 1302-1317, 2015 | 65 | 2015 |
| Influence of particle size on the correlation between shear wave velocity and cone tip resistance M Karray, G Lefebvre, Y Ethier, A Bigras Canadian Geotechnical Journal 48 (4), 599-615, 2011 | 65 | 2011 |
| Influence of particle size and gradation on the stress-dilatancy behavior of granular materials during drained triaxial compression S Amirpour Harehdasht, M Karray, MN Hussien, M Chekired International Journal of Geomechanics 17 (9), 04017077, 2017 | 59 | 2017 |
| Method and algorithm for using surface waves G Lefebvre, MK Benhassen US Patent 7,330,799, 2008 | 53 | 2008 |
| Significance and evaluation of Poisson's ratio in Rayleigh wave testing M Karray, G Lefebvre Canadian Geotechnical Journal 45 (5), 624-635, 2008 | 50 | 2008 |
| On the behaviour of pile groups under combined lateral and vertical loading L Hazzar, MN Hussien, M Karray Ocean Engineering 131, 174-185, 2017 | 48 | 2017 |
| Influence of particle size and gradation on shear strength–dilation relation of granular materials S Amirpour Harehdasht, MN Hussien, M Karray, V Roubtsova, ... Canadian Geotechnical Journal 56 (2), 208-227, 2019 | 41 | 2019 |
| Framework to assess pseudo-static approach for seismic stability of clayey slopes M Karray, MN Hussien, MC Delisle, C Ledoux Canadian Geotechnical Journal 55 (12), 1860-1876, 2018 | 41 | 2018 |
| Assessment of deep compaction of the Péribonka dam foundation using “modal analysis of surface waves”(MASW) M Karray, G Lefebvre, Y Ethier, A Bigras Canadian Geotechnical Journal 47 (3), 312-326, 2010 | 39 | 2010 |
| Techniques for mode separation in Rayleigh wave testing M Karray, G Lefebvre Soil Dynamics and Earthquake Engineering 29 (4), 607-619, 2009 | 38 | 2009 |
| Kinematic and inertial forces in pile foundations under seismic loading MN Hussien, M Karray, T Tobita, S Iai Computers and Geotechnics 69, 166-181, 2015 | 36 | 2015 |
| Utilisation de l'analyse modale des ondes de Rayleigh comme outil d'investigation géotechnique in-situ M Karray Université de Sherbrooke., 2000 | 36 | 2000 |
| Experiment setup for simple shear tests in a triaxial cell: TxSS M Chekired, R Lemire, M Karray, MN Hussien 68th Canadian Geotechnical International Conference, Quebec, Canada, 2015 | 31 | 2015 |
| A TLBO-optimized artificial neural network for modeling axial capacity of pile foundations A Benali, M Hachama, A Bounif, A Nechnech, M Karray Engineering with Computers 37 (1), 675-684, 2021 | 28 | 2021 |
| Mitigation of liquefaction-induced uplift of underground structures AO Mahmoud, MN Hussien, M Karray, M Chekired, C Bessette, L Jinga Computers and Geotechnics 125, 103663, 2020 | 27 | 2020 |
| Shear wave velocity as function of cone penetration resistance and grain size for Holocene-age uncemented soils: a new perspective M Karray, MN Hussien Acta Geotechnica 12, 1129-1158, 2017 | 24 | 2017 |
Mahmoud Nasser Hussien AhmedPost-doctoral Fellowبريد إلكتروني تم التحقق منه على usherbrooke.ca
