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Experimental study of coupling response characteristics of offshore monopiles, seabed, and waves in various sea conditions [PDF]

open access: yesScientific Reports
As the global pursuit of renewable energy intensifies and the demand for offshore wind turbines rises, a comprehensive understanding of the coupling response characteristics of offshore monopiles, seabed, and waves in various sea conditions has become ...
Hailin Ye   +3 more
doaj   +2 more sources

Centrifuge modelling of offshore monopile foundation [PDF]

open access: yes, 2010
Today one of the most used concepts for wind turbine foundation is the monopile. The foundation concepts for these monopiles on deeper water is uncertain and consequently the design needs to be conservative leading to uneconomic designs. This paper describes a total number of 6 static and 5 cyclic centrifuge tests on a laterally loaded monopile in dry ...
Hededal, Ole, Klinkvort, Rasmus Tofte
core   +5 more sources

Effect of Installation Platform on Bearing Capacity of an Offshore Monopile Foundation

open access: yesFrontiers in Physics, 2022
An installation platform will disturb the natural seabed adjacent to a monopile and, consequently, affects the bearing capacity of the monopile foundation.
Chen Fabo   +8 more
doaj   +1 more source

Experimental and Finite Element-Based Investigation on Lateral Behaviors of a Novel Hybrid Monopile

open access: yesEnergies, 2022
A monopile is the most conventional structure foundation for offshore wind turbines (OWTs) in the world. However, the Korean offshore wind industry has mostly been using the jacket type of foundation. The main reason for the current situation in Korea is
Jeongsoo Kim   +5 more
doaj   +1 more source

Study on Hydrodynamic Characteristics of Wind Turbine Monopile under Nonlinear Wave [PDF]

open access: yesE3S Web of Conferences, 2021
As wind power technologies become maturer, the monopile foundation of offshore wind turbine is widely used because of its simple structure, few occupied space and low cost.
Li Zou   +3 more
doaj   +1 more source

Wave Flume Simulation Experiment on Influence of Wave Load on Bearing Capacity of Monopile

open access: yesShanghai Jiaotong Daxue xuebao, 2021
For the foundation of the monopile in the shallow water environment,a scale model of sand-monopile-wave was adopted in the wave flume simulation experiment, and the static load test of the monopile under wave action was explored.
JIN Xiaokai, CHEN Jinjian, LIAO Chencong
doaj   +1 more source

Effect of Reinforced Bucket on Bearing Capacity and Natural Frequency of Offshore Wind Turbines Using Pile–Bucket Foundation

open access: yesAdvances in Civil Engineering, 2022
Large-diameter monopiles have been widely used for constructing offshore wind turbines. The bearing capacity of a monopile foundation is a significant research problem.
Xiaodong Pan   +7 more
doaj   +1 more source

Static Design for Laterally Loaded Rigid Monopiles in Cohesive Soil

open access: yesJournal of Marine Science and Engineering, 2023
Rigid monopiles with small slenderness ratios (i.e., ratio of monopile embedded length to outer diameter) are widely used as foundations to resist lateral load and moment transferred from superstructures, e.g., large diameter steel pipes used by offshore
Ruping Luo   +4 more
doaj   +1 more source

Research on Key Technologies of Pile Driving Construction for Monopile

open access: yes南方能源建设, 2022
[Introduction] With the rapid development of offshore wind power in China, large diameter pile without transition piece has been widely used. This foundation avoids the disadvantage of monopile with transition piece, but result in high demand of ...
LIU Jinchao
doaj   +1 more source

Tsunami-induced scour around monopile foundations [PDF]

open access: yesCoastal Engineering, 2017
Abstract A fully-coupled (hydrodynamic and morphologic) numerical model is presented, and utilized for the simulation of tsunami-induced scour around a monopile structure, representative of those commonly utilized as offshore wind turbine foundations at moderate depths i.e. for depths less than 30 m.
Bjarke Eltard Larsen   +3 more
openaire   +3 more sources

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