Results 81 to 90 of about 3,945 (233)

Hydrodynamic Characteristic Around the Riprap Protection of Monopile Wind Power Foundation with Scour Pit During Scour

open access: yesEnergies
Riprap protection is widely used in offshore wind power foundations. The boundary of riprap will change and affect the hydrodynamics around the foundation during scour.
Tongshun Yu   +3 more
doaj   +1 more source

Cost Development and Cost Drivers in UK Offshore Wind Farms

open access: yesWind Energy, Volume 28, Issue 9, September 2025.
ABSTRACT The offshore wind industry faces challenges of impairments, project abandonment, and no bids in auction rounds, following several years of cost increases and project delays. Both industry and government rely on cost reductions. Companies struggle with low business‐economic profitability, and taxpayers require a justification for government ...
Sindre Lorentzen, Petter Osmundsen
wiley   +1 more source

Numerical Analysis of Jacked and Impact-Driven Pile Installation Procedures in Offshore Wind Turbine Foundations

open access: yesGeotechnics
The increasing global demand for renewable energy has resulted in a high interest in wind power, with offshore wind farms offering better performance than onshore installations.
Ka Lok Chan   +2 more
doaj   +1 more source

A New Technology Research for Scour Protection of Offshore Wind Turbine Foundation

open access: yes南方能源建设, 2020
[Introduction] With the rapid development of offshore wind power in China, large diameter monopile foundation is be widely used. At the same time, the scour of foundation is becoming more and more serious.
HE Qingdong, QI Jiangong
doaj   +1 more source

Experimental Study of the Hydrodynamic Forces of Pontoon Raft Aquaculture Facilities Around a Wind Farm Monopile Under Wave Conditions

open access: yesJournal of Marine Science and Engineering
The integrated development of offshore wind power and marine aquaculture represents a promising approach to the sustainable utilization of ocean resources.
Deming Chen   +8 more
doaj   +1 more source

Cyclic lateral loading of monopile foundations in cohesionless soils

open access: yes, 2015
Le monopieu est le type de fondation le plus utilisé pour l’installation des éoliennes offshore. De nos jours, leur dimensionnement est basé sur un transfert de connaissances de l’industrie pétrolière et gazière. Si des similitudes existent entre le dimensionnement des pieux pour l’éolien offshore et celui des plateformes pétrolières, plusieurs ...
openaire   +2 more sources

Calculation Method on the Horizontal Bearing Capacity of the Stiffened Deep-Cement-Mixing Monopile Based on m Method

open access: yesNantong Daxue xuebao. Ziran kexue ban, 2021
The existing calculation methods of the horizontal bearing capacity(HBC) on the stiffened-deep-cementmixing(SDCM) monopile in relevant design codes are not very clear.
HONG Junqing   +4 more
doaj   +1 more source

Experimental Study on a Laterally Loaded Pile Under Scour Condition Using Particle Image Velocimetry Technology

open access: yesJournal of Marine Science and Engineering
The monopile foundation is a popular foundation type for offshore wind turbines; due to the harsh marine environment, there are lateral loads applied on the monopile foundation from winds and currents, and scouring also often occurs around the pile ...
Feng Yu   +3 more
doaj   +1 more source

Centrifuge modelling of monopiles in dense sand at The Technical University of Denmark [PDF]

open access: yes, 2012
The pile-soil interaction is of great importance in the design of monopiles supporting offshore wind turbines. Especially the predication of accumulation of rotations, change in stiffness and damping is difficult.
Hededal, Ole   +2 more
core  

Calibration foundation models for the WAS-XL monopile

open access: yes, 2020
This technical note documents the calibration of REDWIN foundation model 2 and distributed p-y springs for the WAS-XL monopile in clay with a length over diameter ratio (L/D) of 5. The calibration files will be used by the OC6 Phase II participants to verify the correct implementation of foundation models.
Dahl, Birgitte Misund   +2 more
openaire   +1 more source

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