{"data":{"id":"10.4121/uuid:c55516cc-79b6-4557-b0e5-62844240d1a5","type":"dois","attributes":{"doi":"10.4121/uuid:c55516cc-79b6-4557-b0e5-62844240d1a5","prefix":"10.4121","suffix":"uuid:c55516cc-79b6-4557-b0e5-62844240d1a5","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Hellinga, Lisette","nameType":"Personal","givenName":"Lisette","familyName":"Hellinga","nameIdentifiers":[{"nameIdentifier":"0000-0002-1078-3630","nameIdentifierScheme":"https://orcid.org/"}],"affiliation":[]}],"titles":[{"title":"Stability of Single Layer Cubes on Breakwater Rear Slope"}],"publisher":"TU Delft","container":{},"publicationYear":2016,"subjects":[{"subject":"Civil Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0905"},{"subject":"FOS: Civil engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"JONSWAP"},{"subject":"breakwater"},{"subject":"coastal defence"},{"subject":"damage analysis"},{"subject":"hydraulic engineering"},{"subject":"master thesis"},{"subject":"rear slope"},{"subject":"stone stability"},{"subject":"wave overtopping"}],"contributors":[{"name":"Kuiper, C. (Coen)","nameType":"Personal","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"TU Delft, Faculty Of Civil Engineering And Geosciences, Dept. Of Hydraulic Engineering","nameType":"Organizational","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Uijttewaal, W.S.J. (Wim)","nameType":"Personal","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Verhagen, H.J. (Henk Jan)","nameType":"Personal","affiliation":[],"contributorType":"Other","nameIdentifiers":[{"nameIdentifier":"0000-0002-9505-0005","nameIdentifierScheme":"https://orcid.org/"}]},{"name":"Van Gent, M.R.A. (Marcel)","nameType":"Personal","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Van Den Berg, B. (Bert)","nameType":"Personal","affiliation":[],"contributorType":"Other","nameIdentifiers":[]}],"dates":[{"date":"2016-01-25","dateType":"Issued"}],"language":"en","types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Dataset","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[{"relationType":"References","relatedIdentifier":"http://resolver.tudelft.nl/uuid:1a0c5a19-4cbb-49c8-96bc-236d0a40d278","relatedIdentifierType":"URL"},{"relationType":"References","relatedIdentifier":"https://doi.org/10.1016/0378-3839(87)90013-5","relatedIdentifierType":"URL"},{"relationType":"References","relatedIdentifier":"https://doi.org/10.1016/j.coastaleng.2006.12.001","relatedIdentifierType":"URL"}],"relatedItems":[],"sizes":[],"formats":["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"],"version":"1","rightsList":[{"rights":"4TU General Terms of Use","rightsUri":"https://doi.org/10.4121/resource:terms_of_use"}],"descriptions":[{"description":"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","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[],"xml":"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