| Experimental study on sand and gravel columns in clay P Andreou, W Frikha, R Frank, J Canou, V Papadopoulos, JC Dupla Proceedings of the Institution of Civil Engineers-Ground Improvement 161 (4 …, 2008 | 89 | 2008 |
| Effects of densification and stiffening on liquefaction risk of reinforced soil by stone columns ZB Salem, W Frikha, M Bouassida Journal of Geotechnical and Geoenvironmental Engineering 143 (10), 06017014, 2017 | 37 | 2017 |
| Experimental study for the mechanical characterization of Tunis soft soil reinforced by a group of sand columns W Frikha, F Tounekti, W Kaffel, M Bouassida Soils and Foundations 55 (1), 181-191, 2015 | 33 | 2015 |
| Observed behaviour of laterally expanded stone column in soft soil W Frikha, M Bouassida, J Canou Geotechnical and Geological Engineering 31, 739-752, 2013 | 32 | 2013 |
| Effect of granular-column installation on excess pore pressure variation during soil liquefaction Z Ben Salem, W Frikha, M Bouassida International Journal of Geomechanics 16 (2), 04015046, 2016 | 29 | 2016 |
| Constrained particle swarm optimization algorithm applied to slope stability B Jellali, W Frikha International Journal of Geomechanics 17 (12), 06017022, 2017 | 26 | 2017 |
| Experimental study of Tunis soft soil improved by deep mixing column W Frikha, H Zargayouna, S Boussetta, M Bouassida Geotechnical and Geological Engineering 35, 931-947, 2017 | 20 | 2017 |
| Parametric study of a clayey specimen reinforced by a granular column W Frikha, M Bouassida, J Canou International Journal of Geomechanics 15 (5), 04014078, 2015 | 20 | 2015 |
| Cylindrical cavity expansion in elastoplastic medium with a variable potential flow W Frikha, M Bouassida International Journal of Geomechanics 13 (1), 9-15, 2013 | 20 | 2013 |
| Calibration of an elastoplastic model for the prediction of stone column ultimate bearing capacity W Frikha, M Bouassida, J Canou GeoCongress 2008: Geosustainability and Geohazard Mitigation, 604-611, 2008 | 17 | 2008 |
| Prediction of stone column ultimate bearing capacity using expansion cavity model W Frikha, M Bouassida Proceedings of the Institution of Civil Engineers-Ground Improvement 168 (2 …, 2015 | 15 | 2015 |
| Extreme pressure due to expanded cylindrical and spherical cavity in a limitless medium: applications in soil mechanics M Bouassida, W Frikha Acta Geotechnica 2 (2), 87-96, 2007 | 9 | 2007 |
| 3D consolidation of Tunis soft clay improved by geodrains H Jebali, W Frikha, M Bouassida Geotechnical Testing Journal 40 (3), 361-370, 2017 | 8 | 2017 |
| Numerical and experimental studies of sand-clay interface W Frikha, B Jellali Ground Improvement and Earth Structures: Proceedings of the 1st GeoMEast …, 2018 | 5 | 2018 |
| Thermal effects on limit pressure in a cylindrical cavity expansion I Gaaloul, S Montassar, W Frikha Innovative Infrastructure Solutions 6 (4), 194, 2021 | 4 | 2021 |
| Experimental study of Tunis soft soil improved by vacuum consolidation associated with geodrains H Jebali, W Frikha, M Bouassida Geomechanics and Geoengineering 12 (4), 291-304, 2017 | 3 | 2017 |
| Session Report: Pressuremeter and Dilatometer S Burlon, W Frikha, P Monaco Proceedings of the 5th Geotechnical and Geophysical Site Characterization …, 2016 | 3 | 2016 |
| Assessment of Carillo’s theory for improved Tunis soft soil by geodrains H Jebali, W Frikha, M Bouassida Proc., Int. Conf. on Geotechnical Engineering, 2509-2512, 2013 | 3 | 2013 |
| Experimental study of stone columns installation in kaolin clay M Bouassida, W Frikha, J Canou Int. conf. on Ground Improvement and Ground Control: ICGI 30, 2012 | 3 | 2012 |
| Analytical determination of the limit pressure during the expansion of a cylindrical cavity in an elastoplastic medium governed by a variable plastic potential of flow W Frikha, M Bouassida First Euro Mediterranean in Advances on Geomaterials and Structures–Hammamet …, 2006 | 3 | 2006 |
