Results 1 to 10 of about 3,575 (205)

Dataset for centrifuge modelling of laterally monotonic loaded monopiles in saturated dense sand [PDF]

open access: yesData in Brief, 2022
The presented dataset was collected in seven centrifuge tests, specifically designed for modelling the lateral response of offshore monopiles in dense sand. Two model piles with outer diameter D = 50 mm were loaded laterally at 100 × g.
Zhong-Sen Li, Matthieu Blanc, Luc Thorel
doaj   +2 more sources

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

Data-driven 1D design model for monotonic lateral loading of monopile foundations [PDF]

open access: yesMethodsX
Monopiles are a widely-used foundation system for offshore wind turbine support structures. In current practice, design calculations typically employ one-dimensional (1D) models in which the monopile is represented as an embedded beam.
Ioannis Kamas   +3 more
doaj   +2 more sources

Differentiating between Underwater Construction Noise of Monopile and Jacket Foundations for Offshore Windmills: A Case Study from the Belgian Part of the North Sea [PDF]

open access: yesThe Scientific World Journal, 2013
Steel monopiles, jackets requiring four steel pinpiles, and gravity-based foundations were applied in offshore wind farms in the Belgian part of the North Sea.
Alain Michel Jules Norro   +2 more
doaj   +2 more sources

Lateral Ultimate Capacity of Monopile Foundations for Offshore Wind Turbines: Effects of Monopile Geometry and Soil Stiffness Properties

open access: yesApplied Sciences, 2023
Offshore Wind Turbines (OWT) with increasingly higher energy output are being developed to meet energy demands, posing greater challenges for their foundation design.
Yazeed A. Alsharedah   +3 more
doaj   +4 more sources

A Study on the Lateral Load Capacity of a Novel Hybrid Monopile via a Centrifuge Model Test

open access: yesEnergies, 2023
Large-diameter monopiles that can safely support the lateral loads caused by wind and waves have been widely used for the foundations of offshore wind turbines. However, when the penetration depth is insufficient as a result of the presence of thick soft
Ju-Hyung Lee   +4 more
doaj   +1 more source

Lateral Bearing Capacity of a Hybrid Monopile: Combined Effects of Wing Configuration and Local Scour

open access: yesJournal of Marine Science and Engineering, 2022
Pile foundations for offshore wind turbines are subjected to large lateral loads. By mounting wings on the perimeter of regular monopiles, winged monopiles have shown better performance in resisting deformation under horizontal loading.
Biao Li   +4 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

Installation of Large-Diameter Monopiles: Introducing Wave Dispersion and Non-Local Soil Reaction

open access: yesJournal of Marine Science and Engineering, 2021
During the last decade the offshore wind industry grew ceaselessly and engineering challenges continuously arose in that area. Installation of foundation piles, known as monopiles, is one of the most critical phases in the construction of offshore wind ...
Athanasios Tsetas   +2 more
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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