| An analytical model for arching in piled embankments SJM Van Eekelen, A Bezuijen, AF Van Tol Geotextiles and Geomembranes 39, 78-102, 2013 | 302 | 2013 |
| Model experiments on piled embankments. Part I SJM Van Eekelen, A Bezuijen, HJ Lodder, AF van Tol Geotextiles and Geomembranes 32, 69-81, 2012 | 238 | 2012 |
| Model experiments on piled embankments. Part II SJM Van Eekelen, A Bezuijen, HJ Lodder, AF van Tol Geotextiles and Geomembranes 32, 82-94, 2012 | 183 | 2012 |
| Field measurements of grout pressures during tunnelling of the Sophia Rail Tunnel A Bezuijen, AM Talmon, FJ KAALBERG, R Plugge Soils and foundations 44 (1), 39-48, 2004 | 171 | 2004 |
| Validation of analytical models for the design of basal reinforced piled embankments SJM Van Eekelen, A Bezuijen, AF Van Tol Geotextiles and Geomembranes 43 (1), 56-81, 2015 | 127 | 2015 |
| Analysis and modification of the British Standard BS8006 for the design of piled embankments SJM Van Eekelen, A Bezuijen, AF Van Tol Geotextiles and Geomembranes 29 (3), 345-359, 2011 | 127 | 2011 |
| Polymer-treated bentonite clay for chemical-resistant geosynthetic clay liners G Di Emidio, F Mazzieri, RD Verastegui-Flores, W Van Impe, A Bezuijen Geosynthetics International 22 (1), 125-137, 2015 | 102 | 2015 |
| Pore pressures in front of tunnel, measurements, calculations and consequences for stability of tunnel face A Bezuijen, JP Pruiksma, HH van Meerten Tunnelling. A decade of progress. GeoDelft 1995–2005, 35-41, 2006 | 99 | 2006 |
| The influence of a bored tunnel on pile foundations A Bezuijen, JS Van der Schrier Tunnelling. A Decade of Progress. GeoDelft 1995-2005, 127-132, 2006 | 93 | 2006 |
| Developments in modelling of backward erosion piping VM Van Beek, HM Van Essen, K Vandenboer, A Bezuijen Géotechnique 65 (9), 740-754, 2015 | 86 | 2015 |
| Additive testing for earth pressure balance shields A Bezuijen, PEL Schaminee, JA Kleinjan Twelfth European Conference on Soil Mechanics and Geotechnical Engineering …, 1999 | 84 | 1999 |
| Hydraulic conductivity and swelling ability of a polymer modified bentonite subjected to wet–dry cycles in seawater M De Camillis, G Di Emidio, A Bezuijen, RD Verástegui-Flores Geotextiles and Geomembranes 44 (5), 739-747, 2016 | 74 | 2016 |
| Analytical model for fracture grouting in sand A Bezuijen, R Te Grotenhuis, AF Van Tol, JW Bosch, JK Haasnoot Journal of geotechnical and geoenvironmental engineering 137 (6), 611-620, 2011 | 74 | 2011 |
| Initiation of backward erosion piping in uniform sands VM Van Beek, A Bezuijen, JB Sellmeijer, FBJ Barends Géotechnique 64 (12), 927-941, 2014 | 68 | 2014 |
| Arching in piled embankments; experiments and design calculations SJM van Eekelen, A Bezuijen, O Oung BGA International Conference on Foundations: Innovations, observations …, 2003 | 66 | 2003 |
| Compensation grouting in sand: Experiments, field experiences and mechanisms A Bezuijen | 63 | 2010 |
| Calculation of longitudinal bending moment and shear force for Shanghai Yangtze River Tunnel: Application of lessons from Dutch research AM Talmon, A Bezuijen Tunnelling and Underground Space Technology 35, 161-171, 2013 | 62 | 2013 |
| Geosystems: Design rules and applications A Bezuijen, EW Vastenburg CRC Press, 2012 | 61 | 2012 |
| Processes around a TBM A Bezuijen, AM Talmon Geotechnical Aspects of Underground Construction in Soft Ground-6th …, 2008 | 61 | 2008 |
| Simulating the consolidation of TBM grout at Noordplaspolder AM Talmon, A Bezuijen Tunnelling and Underground Space Technology 24 (5), 493-499, 2009 | 60 | 2009 |
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