De Rouck, J.; Verhaeghe, H.; Geeraerts, J. (2009). Crest level assessment of coastal structures - General overview. Coast. Eng. 56(2): 99-107. dx.doi.org/10.1016/j.coastaleng.2008.03.014
Franco, L.; Geeraerts, J.; Briganti, R.; Willems, M.; Bellotti, G.; De Rouck, J. (2009). Prototype measurements and small-scale model tests of wave overtopping at shallow rubble-mound breakwaters: the Ostia-Rome yacht harbour case. Coast. Eng. 56(2): 154-165. https://dx.doi.org/10.1016/j.coastaleng.2008.03.009
Geeraerts, J.; Kortenhaus, A.; Gonzalez-Escriva, J.A.; De Rouck, J.; Troch, P. (2009). Effects of new variables on the overtopping discharge at steep rubble mound breakwaters - The Zeebrugge case. Coast. Eng. 56(2): 141-153. dx.doi.org/10.1016/j.coastaleng.2008.03.013
Geeraerts, J.; Troch, P.; De Rouck, J.; Verhaeghe, H.; Bouma, J.J. (2007). Wave overtopping at coastal structures: prediction tools and related hazard analysis. J. Clean. Prod. 15(16): 1514-1521. dx.doi.org/10.1016/j.jclepro.2006.07.050
Briganti, R.; Bellotti, G.; Franco, L.; De Rouck, J.; Geeraerts, J. (2005). Field measurements of wave overtopping at the rubble mound breakwater of Rome-Ostia yacht harbour. Coast. Eng. 52(12): 1155-1174. dx.doi.org/10.1016/j.coastaleng.2005.07.001
Van de Walle, B.; De Rouck, J.; Troch, P.; Geeraerts, J.; Frigaard, P. (2005). Wave run-up on rubble breakwaters: spectral effects. Maritime Engineering 158(2): 59-67
Troch, P.; Geeraerts, J.; Van de Walle, B.; De Rouck, J.; Van Damme, L.; Allsop, W.; Franco, L. (2004). Full-scale wave overtopping measurements on the Zeebrugge rubble mound breakwater. Coast. Eng. 51(7): 609-628. dx.doi.org/10.1016/j.coastaleng.2004.06.004
Beels, C.; De Rouck, J.; Verhaeghe, H.; Geeraerts, J.; Dumon, G. (2007). Wave energy on the Belgian continental shelf, in: IEEE OCEANS 2007 - Europe; 18-21 June 2007. Oceans (New York), : pp. 210-215. https://dx.doi.org/10.1109/OCEANSE.2007.4302228
De Rouck, J.; Geeraerts, J.; Troch, P.; Kortenhaus, A.; Pullen, T.; Franco, L. (2005). New results on scale effects for wave overtopping at coastal structures, in: Allsop, N.W.H. (Ed.) International Conference on Coastlines, Structures and Breakwaters 2005: proceedings of the International Conference on Coastlines, Structures and Breakwaters 2005, organised on behalf of the Maritime Board of the Institution of Civil Engineers and held in London, UK, on 20-22 April 2005. pp. 29-43
Geeraerts, J.; Troch, P.; De Rouck, J.; Willems, M.; Franco, L.; Bellotti, G.; Briganti, R. (2005). Wave overtopping at Ostia yacht harbour breakwater: comparison between field measurements and model tests in 2D and 3D, in: McKee Smith, J. (Ed.) Proceedings of the 29th International Conference: Coastal Engineering 2004. pp. 4288-4300
De Rouck, J.; Van de Walle, B.; Geeraerts, J.; Troch, P.; Van Damme, L.; Kortenhaus, A.; Medina, J. (2004). Full scale wave overtopping measurements, in: Melby, J.E. (Ed.) Coastal Structures 2003: Proceedings of the Conference, August 26-30, 2003, Portland, Oregon. pp. 494-506. https://dx.doi.org/10.1061/40733(147)41
Geeraerts, J.; Troch, P.; De Rouck, J.; Van Damme, L.; Pullen, T. (2004). Hazards resulting from wave overtopping-full scale measurements, in: Melby, J.E. (Ed.) Coastal Structures 2003: Proceedings of the Conference, August 26-30, 2003, Portland, Oregon. pp. 481-493. https://dx.doi.org/10.1061/40733(147)40
Geeraerts, J.; Troch, P.; De Rouck, J.; Willems, M.; Franco, L.; Bellotti, G.; Briganti, R. (2004). Wave overtopping at Ostia yacht harbour breakwater comparison between prototype and model tests in 2D and 3D, in: Trigo Teixeira, A. (Ed.) 29th International Conference on Coastal Engineering, 19-24 September 2004, LNEC, Lisbon, Portugal: book of abstracts. pp. 262
De Rouck, J.; Van de Walle, B.; Geeraerts, J. (2007). Crest level assessment of coastal structures by full scale monitoring, neural network prediction and hazard analysis on permissible wave overtopping (CLASH), in: Cieslikiewicz, W. et al. (Ed.) Proceedings of the EurOCEAN 2004: European Conference on Marine Science & Ocean Technology: Celebrating European marine science; building the European research area; communicating marine science, Galway, Ireland, 10-13 May 2004. pp. 261-262
De Rouck, J.; Van de Walle, B.; Geeraerts, J. (2004). Crest level assessment of coastal structures by full scale monitoring, neural network prediction and hazard analysis on permissible wave overtopping (CLASH), in: European Conference on Marine Science and Ocean Technology. Celebrating European marine science: building the European research area: communicating marine science, 10th - 13th May 2004, Galway, Ireland: abstract book. pp. 101-102
Geeraerts, J. (2005). Physical model tests: wave overtopping at Oostende center-evaluation of beach nourishment. Ministerie van de Vlaamse Gemeenschap. Afdeling Waterwegen Kust: Oostende. 34 pp.
Geeraerts, J.; Willems, M. (2004). CLASH: D20 Report on laboratory measurements Ostia. WL Rapporten, 659. Ghent University/Flanders Hydraulics Research: Ghent. 61 pp.
Geeraerts, J.; Willems, M. (2004). CLASH: D35 Workpackage 4. Final report on laboratory measurements Ostia. WL Rapporten, 659. Ghent University/Flanders Hydraulics Research: Ghent. 79 pp.
Geeraerts, J.; De Rouck, J. (2009). Reduction of wave overtopping at seadikes: stilling wave basin-3D research, in: McKee Smith, J. (Ed.) Proceedings of the 31st International Conference on Coastal Engineering 2008, Hamburg, Germany, 31 August to 5 September 2008. pp. 3157-3163
Yseboot, S. (2005). Experimentele beproeving van een innovatief dijkprofiel m.b.t. de reducerende werking voor golfoverslag. Ir Thesis. Universiteit Gent. Faculteit van de Toegepaste Wetenschappen. Vakgroep Civiele Techniek: Gent. 108 pp.
Feys, D. (2004). Golfoverslag over een stortsteengolfbreker: parameterstudie aan de hand van experimenteel onderzoek. Ir Thesis. Universiteit Gent: Gent. XIII, 125 pp.
Gysens, S. (2003). Overslag reducerende maatregelen voor zeedijken: beproeving van een specifiek dijkprofiel. Ir Thesis. Universiteit Gent. Faculteit van de Toegepaste Wetenschappen. Vakgroep Civiele Techniek: Gent. 99 + appendices pp.
Symoen, E. (2002). Optimalisatie van een dijkprofiel ter reductie van golfoverslag aan de hand van fysische modelproeven. Ir Thesis. Universiteit Gent. Faculteit Toegepaste Wetenschappen: Gent. 104 pp.
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