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CORDIS - Risultati della ricerca dell’UE
CORDIS

Foundations foR Offshore wiNd TurbInES

CORDIS fornisce collegamenti ai risultati finali pubblici e alle pubblicazioni dei progetti ORIZZONTE.

I link ai risultati e alle pubblicazioni dei progetti del 7° PQ, così come i link ad alcuni tipi di risultati specifici come dataset e software, sono recuperati dinamicamente da .OpenAIRE .

Risultati finali

Model-updating method - skeleton version (si apre in una nuova finestra)

A finite-element model updating approach capable of estimating the mass and damping influence of soil in large-strain dynamic soil-structure interaction, verified against centrifuge model data - preliminary (skeleton) version

Optimised scour design and protection for GBS - preliminary (si apre in una nuova finestra)

Optimised design method for scour evaluation around GBS and scour protection design method optimised to the requirements of the likely scour condition, validation against computational fluid dynamic analyses and scaled tests - preliminary version

SSI model - preliminary (si apre in una nuova finestra)

A set of curves describing the evolution of irreversible settlements and capacity with the number of cycles that depend on foundation and soil improvement geometry - preliminary version

CPT cyclic model - preliminary (si apre in una nuova finestra)

A numerical modelling framework for cyclic soil-pile interaction of large-diameter monopiles using CPT data under scour - preliminary

Create Dissemination Channels (e-Flyers, e-Brochures, Press Releases, e-Book) (si apre in una nuova finestra)

Report outlining the creation of the various Dissemination Channels (e-Flyers, e-Brochures, Press Releases, and e-Book)

Fatigue model for spatial/temporal soil behaviour - preliminary (si apre in una nuova finestra)

A methodology for fatigue design for offshore wind foundations incorporating spatial and temporal uncertainty of soil stratigraphy (initial or along the wind turbine lifetime) - preliminary version

Capacity model incorporating soil layer variability - preliminary (si apre in una nuova finestra)

A new design methodology to quantify the impact of local soil conditions at the pile base on the axial resistance and stiffness of open-ended piles used as monopiles, jacket piles or anchors for floating wind projects - preliminary

Cyclic model - preliminary (si apre in una nuova finestra)

A data-informed analytical model to predict the cyclic response of foundations under 1000s of load cycles incorporating installation effects and cyclic load ratio - preliminary version

Aging curves - preliminary (si apre in una nuova finestra)

Design curves for aging that relate the aging (capacity) to the pile geometry - preliminary version

Deformation model - preliminary (si apre in una nuova finestra)

Data-informed analytical model to estimate 3D rotation accumulation from multi-directional loads - preliminary version

Uncertainty model - preliminary (si apre in una nuova finestra)

A new model quantifying the uncertainty surrounding soil variability in various directions with a view to better understanding the potential variation in resistance and stiffness parameters with resulting impact on foundation serviceability - preliminary version

Driveability model - preliminary (si apre in una nuova finestra)

Validated modelling platform to predict monopile driveability. Quantitative understanding of installation effects. Improved design procedures for offshore foundations. Preliminary version of the model.

Create FRONTIErS Website (si apre in una nuova finestra)

FRONTIErS Website to be created in M2

Animated Film (si apre in una nuova finestra)

Consortium will jointly produce a short animated film, “FRONTIErS Energy”, exploring key issues faced by the industry and the reasons for the careful development of each IRP, in the context of solving issues surrounding the rapid development of turbine sizesoffshore. It will highlight main findings, proposed outputs (Design Guidelines), expected benefits for industry deployment, and the potential future cost savings to society. This video will be posted on YouTube and embedded on the FRONTIErS website.

Pubblicazioni

Assessment Of Empirical Equations For Predicting Scour Depth Around Gravity Base Foundations (si apre in una nuova finestra)

Autori: K. Dalili Khanghah, C. Altomare, X. Gironella, I. D’Angiuro, R. G. García, J. Sarmiento
Pubblicato in: 5th International Symposium on Frontiers in Offshore Geotechnics (ISFOG), 2025
Editore: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-88

Experimental Approach Towards Investigating Cyclic Load Response of a Suction Anchor (si apre in una nuova finestra)

Autori: M. A. Toma; A. M. Marshall; C. Heron; L. J. Prendergast; V. Zania
Pubblicato in: Offshore Technology Conference, 2025
Editore: Society of Petroleum Engineers
DOI: 10.4043/35845-MS

Effect of Monopile Geometry and Soil Uncertainty Propagation on Estimated Natural Frequency of Offshore Wind Turbines (si apre in una nuova finestra)

Autori: M. Montserrat, M. Arroyo, L. J. Prendergast, C. Reale, T. Miras, E. Fekhari
Pubblicato in: 5th International Symposium on Frontiers in Offshore Geotechnics (ISFOG), 2025
Editore: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-439

Physical model to investigate the effect of multidirectional cyclic loading on monopile foundations (si apre in una nuova finestra)

Autori: A. M. Zerihun, Y. Pan, G. Eiksund
Pubblicato in: 5TH INTERNATIONAL SYMPOSIUM ON FRONTIERS IN OFFSHORE GEOTECHNICS, 2025
Editore: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-97

Evaluating Soil Reaction Models for Offshore Wind Turbine Monopile Foundations: Implications for ULS and FLS Design (si apre in una nuova finestra)

Autori: J. Tott-Buswell, S. Delgado-Trujillo, L. J. Prendergast, S. Jalbi, J. Hilton, S. Berberic
Pubblicato in: 5th International Conferences on Soil Mechanics and Geotechnical Engineering, 2025
Editore: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-62

Evaluation of Gmax CPT correlations on an offshore site in the Netherlands (si apre in una nuova finestra)

Autori: S. Reidy, R.T. Klinkvort, E. Anderson, H.P. Jostad, K. Gavin
Pubblicato in: 5th International Symposium on Frontiers in Offshore Geotechnics (ISFOG), 2025
Editore: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-203

A constitutive model accounting for grain crushing in silica sands (si apre in una nuova finestra)

Autori: D. León-Vanegas, L.Monforte, M. Arroyo, A. Gens
Pubblicato in: 5th International Symposium on Frontiers in Offshore Geotechnics (ISFOG), 2025
Editore: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-136

Analysing hammer impact duration on driveability resistance through instrumented field tests (si apre in una nuova finestra)

Autori: S. Banaei Moghadam, K. Duffy, L. Flessati, K. Gavin, C.J. Stokman, J.M van Wijk
Pubblicato in: ISFOG 2025 5TH INTERNATIONAL SYMPOSIUM ON FRONTIERS IN OFFSHORE GEOTECHNICS, 2025
Editore: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-111

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