dc.contributor.author |
Moutzouris, CI |
en |
dc.date.accessioned |
2014-03-01T02:48:34Z |
|
dc.date.available |
2014-03-01T02:48:34Z |
|
dc.date.issued |
1997 |
en |
dc.identifier.issn |
08938717 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/33911 |
|
dc.relation.uri |
http://www.scopus.com/inward/record.url?eid=2-s2.0-0030643794&partnerID=40&md5=dae865290fb4b4e6b915a68d6d025c6b |
en |
dc.subject.other |
Slope stability |
en |
dc.subject.other |
Structural design |
en |
dc.subject.other |
Water levels |
en |
dc.subject.other |
Water wave effects |
en |
dc.subject.other |
Berm breakwaters |
en |
dc.subject.other |
Breakwaters |
en |
dc.title |
Stable profiles of reshaping breakwaters with a berm below the water level |
en |
heal.type |
conferenceItem |
en |
heal.publicationDate |
1997 |
en |
heal.abstract |
An experimental study of breakwaters with an initially horizontal berm below the SWL was conducted in a wave flume. The study aimed at defining the shape and geometrical features of the adjusted stable profiles and at confirming the existence of a zone of non-significant profile adjustment below the initially flat and horizontal slope. |
en |
heal.publisher |
ASCE, New York, NY, United States |
en |
heal.journalName |
Proceedings of the Coastal Engineering Conference |
en |
dc.identifier.volume |
2 |
en |
dc.identifier.spage |
1826 |
en |
dc.identifier.epage |
1839 |
en |