| Prediction formula for the spectral wave period Tm-1, 0 on mildly sloping shallow foreshores B Hofland, X Chen, C Altomare, P Oosterlo Coastal Engineering 123, 21-28, 2017 | 121 | 2017 |
| Large scale wave impacts on a vertical wall B Hofland, ML Kaminski, G Wolters Coastal Engineering Proc 32, 2010 | 106 | 2010 |
| Forces on a vertical wall on a dike crest due to overtopping flow X Chen, B Hofland, C Altomare, T Suzuki, W Uijttewaal Coastal Engineering 95, 94-104, 2015 | 96 | 2015 |
| Rock and roll: Turbulence-induced damage to granular bed protections. B Hofland | 95 | 2005 |
| Measurement of fluctuating pressures on coarse bed material B Hofland, JA Battjes, R Booij Journal of Hydraulic Engineering 131 (9), 770-781, 2005 | 88 | 2005 |
| Wave attenuation through forests under extreme conditions BK van Wesenbeeck, G Wolters, JAA Antolínez, SA Kalloe, B Hofland, ... Scientific reports 12 (1), 1884, 2022 | 78 | 2022 |
| Probability density function of instantaneous drag forces and shear stresses on a bed B Hofland, JA Battjes Journal of Hydraulic Engineering 132 (11), 1169-1175, 2006 | 73 | 2006 |
| Use of impulses to determine the reaction force of a hydraulic structure with an overhang due to wave impact X Chen, B Hofland, W Molenaar, A Capel, MRA Van Gent Coastal Engineering 147, 75-88, 2019 | 58 | 2019 |
| Wave damping due to wooden fences along mangrove coasts T Dao, MJF Stive, B Hofland, T Mai Journal of coastal research 34 (6), 1317-1327, 2018 | 55 | 2018 |
| Wave runup and wave overtopping measurements using a laser scanner B Hofland, E Diamantidou, P van Steeg, P Meys Coastal engineering 106, 20-29, 2015 | 55 | 2015 |
| Maximum overtopping forces on a dike-mounted wall with a shallow foreshore X Chen, B Hofland, W Uijttewaal Coastal Engineering 116, 89-102, 2016 | 53 | 2016 |
| A method for tsunami risk assessment: a case study for Kamakura, Japan N Okumura, SN Jonkman, M Esteban, B Hofland, T Shibayama Natural hazards 88 (3), 1451-1472, 2017 | 46 | 2017 |
| Validation of pressure-impulse theory for standing wave impact loading on vertical hydraulic structures with short overhangs E de Almeida, B Hofland Coastal Engineering 159, 103702, 2020 | 42 | 2020 |
| Overtopping of coastal structures by tsunami waves M Esteban, T Glasbergen, T Takabatake, B Hofland, S Nishizaki, ... Geosciences 7 (4), 121, 2017 | 41 | 2017 |
| Laser ranging for monitoring water waves in the new Deltares Delta Flume M Streicher, B Hofland, RC Lindenbergh Isprs annals of the photogrammetry, remote sensing and spatial information …, 2013 | 32 | 2013 |
| The current deflecting wall in an estuarine harbour B Hofland, H Christiansen, RA Crowder, R Kirby, CW Van Leeuwen, ... Proceedings of the Congress-International Association for Hydraulic Research …, 2001 | 31 | 2001 |
| Relating grass failure on the landside slope to wave overtopping induced excess normal stresses L Ponsioen, M van Damme, B Hofland, P Peeters Coastal Engineering 148, 49-56, 2019 | 26 | 2019 |
| A three dimensional semi-analytical model for the prediction of gate vibrations immersed in fluid OC Tieleman, A Tsouvalas, B Hofland, Y Peng, SN Jonkman Marine Structures 65, 134-153, 2019 | 26 | 2019 |
| Numerical and small-scale physical modelling of wave transmission by wooden fences HT Dao, B Hofland, T Suzuki, MJF Stive, T Mai, LX Tuan Journal of Coastal and Hydraulic Structures 1, 2021 | 25 | 2021 |
| Classification of bore patterns induced by storm waves overtopping a dike crest and their impact types on dike mounted vertical walls–a large-scale model study M Streicher, A Kortenhaus, K Marinov, M Hirt, S Hughes, B Hofland, ... Coastal Engineering Journal 61 (3), 321-339, 2019 | 25 | 2019 |
