Stability of Iceland type berm breakwaters
The goals of the project are the following: a) Design rules for the transaction of stone classes with depth have not yet evolved and the main goal of this project was to develop a stability criterion for the stones in that area (Primary goal). b) Stones on berm. Since the total amount of the largest...
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Online Access: | https://dx.doi.org/10.4121/uuid:abcfafc7-21f7-4f59-9b9e-bcc49708487e https://data.4tu.nl/articles/_/12712565/1 |
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ftdatacite:10.4121/uuid:abcfafc7-21f7-4f59-9b9e-bcc49708487e 2023-05-15T16:50:11+02:00 Stability of Iceland type berm breakwaters Sveinbjornsson, P.I. Pétur 2013 media types: application/msword, application/octet-stream, application/pdf, application/vnd.ms-excel, application/zip, text/plain, text/xml https://dx.doi.org/10.4121/uuid:abcfafc7-21f7-4f59-9b9e-bcc49708487e https://data.4tu.nl/articles/_/12712565/1 en eng TU Delft http://resolver.tudelft.nl/uuid:97eebc0a-460f-465e-95d9-1cc9a98bab39 4TU General Terms of Use https://doi.org/10.4121/resource:terms_of_use Geology FOS Earth and related environmental sciences Civil Engineering FOS Civil engineering Land and Water Management armour layer berm breakwater icelandic type master thesis stability dataset Dataset 2013 ftdatacite https://doi.org/10.4121/uuid:abcfafc7-21f7-4f59-9b9e-bcc49708487e 2022-02-08T12:40:44Z The goals of the project are the following: a) Design rules for the transaction of stone classes with depth have not yet evolved and the main goal of this project was to develop a stability criterion for the stones in that area (Primary goal). b) Stones on berm. Since the total amount of the largest stones (Class I) is usually limited, the combination of the amount of large stones on the berm and down the berm is important (Secondary goal). c) Recession. Recession will be measured in each test and thereby a large database on the subject will be made available for further research on the subject (Secondary goal). d) The location of the transition of the original and the reshaped profiles as the berm height changes as well as for different stone setups. This is also closely related to the primary goal of the project (Secondary goal). Numbers of model tests were performed in order to reach those goals. Dataset Iceland DataCite Metadata Store (German National Library of Science and Technology) Breakwater ENVELOPE(-63.233,-63.233,-64.800,-64.800) |
institution |
Open Polar |
collection |
DataCite Metadata Store (German National Library of Science and Technology) |
op_collection_id |
ftdatacite |
language |
English |
topic |
Geology FOS Earth and related environmental sciences Civil Engineering FOS Civil engineering Land and Water Management armour layer berm breakwater icelandic type master thesis stability |
spellingShingle |
Geology FOS Earth and related environmental sciences Civil Engineering FOS Civil engineering Land and Water Management armour layer berm breakwater icelandic type master thesis stability Sveinbjornsson, P.I. Pétur Stability of Iceland type berm breakwaters |
topic_facet |
Geology FOS Earth and related environmental sciences Civil Engineering FOS Civil engineering Land and Water Management armour layer berm breakwater icelandic type master thesis stability |
description |
The goals of the project are the following: a) Design rules for the transaction of stone classes with depth have not yet evolved and the main goal of this project was to develop a stability criterion for the stones in that area (Primary goal). b) Stones on berm. Since the total amount of the largest stones (Class I) is usually limited, the combination of the amount of large stones on the berm and down the berm is important (Secondary goal). c) Recession. Recession will be measured in each test and thereby a large database on the subject will be made available for further research on the subject (Secondary goal). d) The location of the transition of the original and the reshaped profiles as the berm height changes as well as for different stone setups. This is also closely related to the primary goal of the project (Secondary goal). Numbers of model tests were performed in order to reach those goals. |
format |
Dataset |
author |
Sveinbjornsson, P.I. Pétur |
author_facet |
Sveinbjornsson, P.I. Pétur |
author_sort |
Sveinbjornsson, P.I. Pétur |
title |
Stability of Iceland type berm breakwaters |
title_short |
Stability of Iceland type berm breakwaters |
title_full |
Stability of Iceland type berm breakwaters |
title_fullStr |
Stability of Iceland type berm breakwaters |
title_full_unstemmed |
Stability of Iceland type berm breakwaters |
title_sort |
stability of iceland type berm breakwaters |
publisher |
TU Delft |
publishDate |
2013 |
url |
https://dx.doi.org/10.4121/uuid:abcfafc7-21f7-4f59-9b9e-bcc49708487e https://data.4tu.nl/articles/_/12712565/1 |
long_lat |
ENVELOPE(-63.233,-63.233,-64.800,-64.800) |
geographic |
Breakwater |
geographic_facet |
Breakwater |
genre |
Iceland |
genre_facet |
Iceland |
op_relation |
http://resolver.tudelft.nl/uuid:97eebc0a-460f-465e-95d9-1cc9a98bab39 |
op_rights |
4TU General Terms of Use https://doi.org/10.4121/resource:terms_of_use |
op_doi |
https://doi.org/10.4121/uuid:abcfafc7-21f7-4f59-9b9e-bcc49708487e |
_version_ |
1766040359515717632 |