Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Aligi Foglia"'
Publikováno v:
Soils and Foundations, Vol 63, Iss 6, Pp 101376- (2023)
The article presents a continuum approach to predict the response of pile foundations for jacket-supported offshore wind turbines. Tensile loading conditions are examined, which may be critical for piles used in combination with this structure type,
Externí odkaz:
https://doaj.org/article/05b0c3c4b9024b05b726849afe40fb2f
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 6, Pp 1112-1121 (2018)
In the near future, several offshore wind farms are planned to be built in the North Sea. Therefore, jacket and tripod constructions with mainly axially loaded piles are suitable as support structures. The current design of axial bearing resistance o
Externí odkaz:
https://doaj.org/article/5b04dcf3c3de4ca1be433660695f0662
Publikováno v:
Journal of Marine Science and Engineering, Vol 2, Iss 1, Pp 93-122 (2014)
A quasi-static analysis and sensitivity investigation of two different mooring configurations—a single anchor leg mooring (SALM) and a three-legged catenary anchor leg system (CALM)—is presented. The analysis aims to indicate what can be expected
Externí odkaz:
https://doaj.org/article/3d1df7c40b4b443491a4b5559e5f4d61
Estimating pile group efficiency for open-ended steel piles in small group arrangements is a challenging task for designers. This paper reports on the large-scale experimental campaign performed for the BorWin gamma offshore converter platform, which
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0688958d1d55bd2b62b784944aba6b89
https://publica.fraunhofer.de/handle/publica/416163
https://publica.fraunhofer.de/handle/publica/416163
Publikováno v:
geotechnik. 41:174-185
Die Offshore‐Windenergie ist eine wesentliche Stütze der Deutschen Energiewende. Offshore‐Konverterplattformen bündeln und transformieren hierbei die erzeugte elektrische Energie und speisen diese in das Übertragungsnetz ein. Diese Plattformty
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::af3899ac165076caaf3de8f178cffd11
https://doi.org/10.1002/gete.201800006
https://doi.org/10.1002/gete.201800006
Publikováno v:
Sørensen, S P H, Ibsen, L B & Foglia, A 2015, ' Testing of Laterally Loaded Rigid Piles with Applied Overburden Pressure ', International Journal of Offshore and Polar Engineering, vol. 25, no. 2, pp. 120-126 . https://doi.org/10.17736/ijope.2015.tm76
Small-scale tests have been conducted to investigate the quasi-static behaviour of laterally loaded, non-slender piles installed in cohesionless soil. For that purpose, a new and innovative test setup has been developed. The tests have been conducted
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3418d93ffebd46335c474289dc257324
https://doi.org/10.17736/ijope.2015.tm76
https://doi.org/10.17736/ijope.2015.tm76
Autor:
Aligi Foglia, Lars Bo Ibsen
Publikováno v:
Foglia, A & Ibsen, L B 2016, ' Monopod Bucket Foundations Under Cyclic Lateral Loading ', International Journal of Offshore and Polar Engineering, vol. 26, no. 2, JC-R-48, pp. 109-115 . https://doi.org/10.17736/ijope.2016.jcr48
The monopod bucket foundation can be a cost-reducing sub-structure for offshore wind turbines. To avoid problems during the turbine operation, the long-term effect of cyclic loading must be considered in the design of the foundation. In this paper a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f924f303e7e19f9150e169f8f86a2c58
https://vbn.aau.dk/da/publications/06659a6f-7153-4494-803a-0e09c0d09289
https://vbn.aau.dk/da/publications/06659a6f-7153-4494-803a-0e09c0d09289
In vista degli obiettivi energetici fissati dell’Unione Europea, lo studio di fondazioni per generatori di energia eolica offshore ricopre oggi un ruolo di fondamentale importanza. Le fondazioni a cassone, i.e. fondazioni superficiali approfondite,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4094::a66f7a5ef1dd36341440437559d0f3c7
http://hdl.handle.net/11585/191347
http://hdl.handle.net/11585/191347
Publikováno v:
Foglia, A, Gottardi, G, Govoni, L & Ibsen, L B 2015, ' Modelling the drained response of bucket foundations for offshore wind turbines under general monotonic and cyclic loading ', Applied Ocean Research, vol. 52, pp. 80-91 . https://doi.org/10.1016/j.apor.2015.04.005
The response of bucket foundations on sand subjected to planar monotonic and cyclic loading is investigated in the paper. Thirteen monotonic and cyclic laboratory tests on a skirted footing model having a 0.3 m diameter and embedment ratio equal to 1
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b25c224ab11b4ac976648dd642608cb8
https://publica.fraunhofer.de/handle/publica/240701
https://publica.fraunhofer.de/handle/publica/240701
Autor:
Aligi Foglia, Lars Bo Ibsen
Publikováno v:
Foglia, A & Ibsen, L B 2013, ' A Similitude Theory for Bucket Foundations Under Monotonic Horizontal Load in Dense Sand ', Geotechnical and Geological Engineering, vol. 31, no. 1, pp. 133–142 . https://doi.org/10.1007/s10706-012-9574-6
This paper aims at finding force-displacement relationships to be employed in the design of bucket foundations for offshore wind turbine. This is accomplished by combining small-scale tests and element tests within a theoretical framework. A similitu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3901311513243546015d5c9f3b3f96fd
https://vbn.aau.dk/da/publications/8e6e9445-8a13-48b3-a940-44140f46439e
https://vbn.aau.dk/da/publications/8e6e9445-8a13-48b3-a940-44140f46439e