Numerical investigations on the deformation behavior of horizontal loaded injection piles
S.253-259 Today, driven piles are commonly used to fix offshore foundations for wind energy converters in the sea bed. However, the installation noise level due to pile driving is far beyond the limit which should be kept for the protection of marine life. Therefore, drilled injection piles are used...
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ftfrauneprints:oai:publica.fraunhofer.de:publica/395170 2023-05-15T14:24:31+02:00 Numerical investigations on the deformation behavior of horizontal loaded injection piles Herion, S. Fleischer, O. Ernst, R. Bruns, C. 2015 https://publica.fraunhofer.de/handle/publica/395170 en eng International Society of Offshore and Polar Engineers (ISOPE Conference) 2015 International Ocean and Polar Engineering Conference 2015 Ocean Mining & Gas Hydrates Symposium (OMGH) 2015 Ocean, arctic, energy. Gas hydrates and ocean mining. CD-ROM https://publica.fraunhofer.de/handle/publica/395170 conference paper 2015 ftfrauneprints 2022-11-01T19:48:10Z S.253-259 Today, driven piles are commonly used to fix offshore foundations for wind energy converters in the sea bed. However, the installation noise level due to pile driving is far beyond the limit which should be kept for the protection of marine life. Therefore, drilled injection piles are used in the steel structure of a newly developed foundation system. To consider the stiffness of the piles in the static and the fatigue design of this foundation system, numerical investigations for two soil conditions and 3 scours each are carried out. First results are presented in this article. Conference Object Arctic Publikationsdatenbank der Fraunhofer-Gesellschaft |
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Open Polar |
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Publikationsdatenbank der Fraunhofer-Gesellschaft |
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ftfrauneprints |
language |
English |
description |
S.253-259 Today, driven piles are commonly used to fix offshore foundations for wind energy converters in the sea bed. However, the installation noise level due to pile driving is far beyond the limit which should be kept for the protection of marine life. Therefore, drilled injection piles are used in the steel structure of a newly developed foundation system. To consider the stiffness of the piles in the static and the fatigue design of this foundation system, numerical investigations for two soil conditions and 3 scours each are carried out. First results are presented in this article. |
format |
Conference Object |
author |
Herion, S. Fleischer, O. Ernst, R. Bruns, C. |
spellingShingle |
Herion, S. Fleischer, O. Ernst, R. Bruns, C. Numerical investigations on the deformation behavior of horizontal loaded injection piles |
author_facet |
Herion, S. Fleischer, O. Ernst, R. Bruns, C. |
author_sort |
Herion, S. |
title |
Numerical investigations on the deformation behavior of horizontal loaded injection piles |
title_short |
Numerical investigations on the deformation behavior of horizontal loaded injection piles |
title_full |
Numerical investigations on the deformation behavior of horizontal loaded injection piles |
title_fullStr |
Numerical investigations on the deformation behavior of horizontal loaded injection piles |
title_full_unstemmed |
Numerical investigations on the deformation behavior of horizontal loaded injection piles |
title_sort |
numerical investigations on the deformation behavior of horizontal loaded injection piles |
publishDate |
2015 |
url |
https://publica.fraunhofer.de/handle/publica/395170 |
genre |
Arctic |
genre_facet |
Arctic |
op_relation |
International Society of Offshore and Polar Engineers (ISOPE Conference) 2015 International Ocean and Polar Engineering Conference 2015 Ocean Mining & Gas Hydrates Symposium (OMGH) 2015 Ocean, arctic, energy. Gas hydrates and ocean mining. CD-ROM https://publica.fraunhofer.de/handle/publica/395170 |
_version_ |
1766296933013389312 |