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Large scale experimental study of the scour protection damage around a monopile foundation under combined wave and current conditions. <i>J. Mar. Sci. Eng. 8(6)</i>: 417. <a href=\"https://hdl.handle.net/10.3390/jmse8060417\" target=\"_blank\">https://hdl.handle.net/10.3390/jmse8060417</a>","AutID":411308,"MonDate":null,"AnaDate":2020,"PeerRev":1,"outputType":"1_A1","OpenAcc":1},{"BRefID":323196,"RR":"<b>Arboleda Chavez, C.E.; Stratigaki, V.; Wu, M.; Troch, P.; Schendel, A.; Welzel, M.; Villanueva, R.; Schlurmann, T.; De Vos, L.; Kisacik, D.; Pinto, F.T.; Fazeres-Ferradosa, T.; Santos, P.R.; Baelus, L.; Szengel, V.; Bolle, A.; Whitehouse, R.; Todd, D.</b> (2019). 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Part 2: dynamic approach. <i>Coast. Eng. 60</i>: 286-298. <a href=\"http://dx.doi.org/10.1016/j.coastaleng.2011.11.001\" target=\"_blank\">dx.doi.org/10.1016/j.coastaleng.2011.11.001</a>","AutID":142785,"MonDate":null,"AnaDate":2012,"PeerRev":1,"outputType":"1_A1","OpenAcc":0},{"BRefID":210730,"RR":"<b>Andersen, T.L.; Frigaard, P.; Damsgaard, M.L.; De Vos, L.</b> (2011). Wave run-up on slender piles in design conditions - Model tests and design rules for offshore wind. <i>Coast. Eng. 58(4)</i>: 281-289. <a href=\"http://dx.doi.org/10.1016/j.coastaleng.2010.10.002\" target=\"_blank\">dx.doi.org/10.1016/j.coastaleng.2010.10.002</a>","AutID":138442,"MonDate":null,"AnaDate":2011,"PeerRev":1,"outputType":"1_A1","OpenAcc":0},{"BRefID":210731,"RR":"<b>De Vos, L.; De Rouck, J.; Troch, P.; Frigaard, P.</b> (2011). Empirical design of scour protections around monopile foundations. Part 1: Static approach. <i>Coast. 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