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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Bibliographic Details
Main Author: Sveinbjornsson, P.I. Pétur
Format: Dataset
Language:English
Published: TU Delft 2013
Subjects:
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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spelling 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
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