Hellinga, Lisette (2016): Stability of Single Layer Cubes on Breakwater Rear Slope. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/uuid:c55516cc-79b6-4557-b0e5-62844240d1a5

Dataset

• Civil Engineering

breakwater, coastal defence, damage analysis, hydraulic engineering, JONSWAP, master thesis, rear slope, stone stability, wave overtopping

4TU General Terms of Use

RefWorks, BibTeX, Reference Manager, Endnote, DataCite, NLM, DC, CFF

by Lisette Hellinga

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

• 2016-01-25 first online, published, posted

TU Delft

media types: application/octet-stream, application/pdf, application/x-gzip, application/zip, image/gif, image/jpeg, image/png, image/svg+xml, text/plain, text/x-python, text/x-tex

• http://resolver.tudelft.nl/uuid:1a0c5a19-4cbb-49c8-96bc-236d0a40d278
• https://doi.org/10.1016/0378-3839(87)90013-5
• https://doi.org/10.1016/j.coastaleng.2006.12.001

TU Delft, Faculty of Civil Engineering and Geosciences, Dept. of Hydraulic Engineering

• Kuiper, C. (Coen)
• Uijttewaal, W.S.J. (Wim)
• Verhagen, H.J. (Henk Jan)
• van Gent, M.R.A. (Marcel)
• van den Berg, B. (Bert)