{"data":{"id":"10.4121/uuid:23bf3878-b76a-4f07-aacf-ba3af99418c6","type":"dois","attributes":{"doi":"10.4121/uuid:23bf3878-b76a-4f07-aacf-ba3af99418c6","prefix":"10.4121","suffix":"uuid:23bf3878-b76a-4f07-aacf-ba3af99418c6","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Dijkstra, O.P.J.","givenName":"O.P.J.","familyName":"Dijkstra","affiliation":[],"nameIdentifiers":[]}],"titles":[{"title":"Armour layer stability on a bermed slope"}],"publisher":"TU Delft, department hydraulic engineering","container":{},"publicationYear":2013,"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":"Breakwaters"},{"subject":"coastal structure"},{"subject":"master thesis"},{"subject":"toe protection"}],"contributors":[{"name":"Spaan, G.B.H.","nameType":"Personal","givenName":"G.B.H.","familyName":"Spaan","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Stive, M.J.F.","nameType":"Personal","givenName":"M.J.F.","familyName":"Stive","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"TU Delft, Faculty Of Civil Engineering And Geoscience, Department 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.","nameType":"Personal","givenName":"M.R.A.","familyName":"Van Gent","affiliation":[],"contributorType":"Other","nameIdentifiers":[]}],"dates":[{"date":"2013-02-27","dateType":"Issued"}],"language":"en","types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Dataset","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[{"relationType":"References","relatedIdentifier":"https://doi.org/10.4233/uuid:a1848eea-754e-4e8e-8dd9-f592d385d8bc","relatedIdentifierType":"URL"}],"relatedItems":[],"sizes":[],"formats":["media types: application/vnd.ms-excel, application/zip"],"version":"1","rightsList":[{"rights":"4TU General Terms of Use","rightsUri":"https://doi.org/10.4121/resource:terms_of_use"}],"descriptions":[{"description":"In order to develop more insight in the development of damage on bermed sloped breakwaters, small-scale experiments have been performed in which the two most important parameters related to a berm were tested. 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