Results 21 to 30 of about 276 (178)

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

Numerical Study on Lateral Response of Offshore Monopile in Sand under Local Scouring Conditions

open access: yesJournal of Marine Science and Engineering, 2023
Currently, p-y models have been broadly adopted for estimating the lateral bearing capacity of large-diameter monopiles in offshore engineering. However, the existing p-y curves cannot reflect the effect of pile diameter D on the lateral response of ...
Jiayi Shen   +5 more
doaj   +1 more source

Influence of Pile Diameter and Aspect Ratio on the Lateral Response of Monopiles in Sand with Different Relative Densities

open access: yesJournal of Marine Science and Engineering, 2021
The large-diameter monopiles are the most preferred foundation used in offshore wind farms. However, the influence of pile diameter and aspect ratio on the lateral bearing behavior of monopiles in sand with different relative densities has not been ...
Huan Wang   +5 more
doaj   +1 more source

Model Uncertainties for Soil-Structure Interaction in Offshore Wind Turbine Monopile Foundations

open access: yesJournal of Marine Science and Engineering, 2018
Monopiles are the most common type of foundation used for bottom-fixed offshore wind turbines. This investigation concerns the influence of uncertainty related to soil–structure interaction models used to represent monopile–soil systems.
Lars Vabbersgaard Andersen   +2 more
doaj   +1 more source

An innovative experimental device for characterizing the responses of monopiles subjected to complex lateral loading [PDF]

open access: yesE3S Web of Conferences
Offshore wind turbines are usually founded on monopiles. During the operation period, the structure is subjected to complex lateral loading from wind, wave and current.
Zhang Zitao   +4 more
doaj   +1 more source

The advanced p-y method for analyzing the behaviour of large-diameter monopiles supporting offshore wind turbines [PDF]

open access: yesE3S Web of Conferences, 2020
The analyses of monopile foundations have been heavily based on the p-y response curves (to represent lateral soil resistances) published by API RP 2GEO (2011) and DNV (2013), which are proven reliable and applicable for piles with smaller diameters that
Van Impe William F, Wang Shin-Tower
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

Borehole Instability in Decomposed Granite Seabed for Rock-Socketed Monopiles during “Drive-Drill-Drive” Construction Process: A Case Study

open access: yesJournal of Marine Science and Engineering, 2023
Monopiles are commonly used in the construction of offshore wind turbines. However, implementing drive-drill-drive construction techniques in decomposed granite seabed may lead to borehole instability during the window period between drilling and pile ...
Bo Sun   +4 more
doaj   +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

Assessment of natural frequency of installed offshore wind turbines using nonlinear finite element model considering soil-monopile interaction

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2018
A nonlinear finite element model is developed to examine the lateral behaviors of monopiles, which support offshore wind turbines (OWTs) chosen from five different offshore wind farms in Europe.
Djillali Amar Bouzid   +2 more
doaj   +1 more source

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