DatasetStability of Single Layer Cubes on Breakwater Rear Slope

?titleStability of Single Layer Cubes on Breakwater Rear Slope
?creatororcidHellinga, L.B. (Lisette)
?contributorKuiper, C. (Coen)
?contributorTU Delft, Faculty of Civil Engineering and Geosciences, Dept. of Hydraulic Engineering
?contributorUijttewaal , W.S.J. (Wim)
?contributorvan den Berg, B. (Bert)
?contributorvan Gent, M.R.A. (Marcel)
?contributororcidVerhagen, H.J. (Henk Jan)
?date accepted2016-01-25
?date created2015-06 through 2015-08
?date published2015
In this experiment, the rear slope stability of a breakwater armoured with single layer cubes is tested. The influence of five parameters on the rear slope stability is investigated; free board, wave steepness, crest width, rear slope angle and placking density. Futhermore, an attemption is made to correlate the measured overtopping front velocity and overtopping volume to the rear slope stability. The damage of the rear slope is determined by means of photo analysis
?publisherTU Delft
?subjectbreakwater ● coastal defence ● damage analysis ● hydraulic engineering ● JONSWAP ● rear slope ● stone stability ● wave overtopping
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?related publicationnew windowNeural network modelling of wave overtopping at coastal structures (article, 2007)
?related publicationnew windowStability of breakwater armour layers — design formulae (article, 1987)
?related publicationnew windowStability of Single Layer Cubes on Breakwater Rear Slopes: [masterThesis, Hellinga, L.B., 2016]
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