Design of monopiles for offshore wind turbines in 10 steps

L Arany, S Bhattacharya, J Macdonald… - Soil Dynamics and …, 2017 - Elsevier
A simplified design procedure for foundations of offshore wind turbines is often useful as it
can provide the types and sizes of foundation required to carry out financial viability analysis …

[图书][B] Design of foundations for offshore wind turbines

S Bhattacharya - 2019 - books.google.com
Comprehensive reference covering the design of foundations for offshore wind turbines As
the demand for “green” energy increases the offshore wind power industry is expanding at a …

PISA: new design methods for offshore wind turbine monopiles

BW Byrne, HJ Burd, L Zdravković… - Revue Française …, 2019 - geotechnique-journal.org
This paper provides a summary of the PIle Soil Analysis (PISA) project, completed in the UK
during the period 2013 to 2018. The research led to the development of a new …

[PDF][PDF] New design methods for large diameter piles under lateral loading for offshore wind applications

BW Byrne, R McAdam, HJ Burd… - Frontiers in offshore …, 2015 - researchgate.net
Offshore wind turbines are typically founded on single large diameter piles, termed
monopiles. Pile diameters of between 5m and 6m are routinely used, with diameters of up to …

Long term effect of operating loads on large monopile-supported offshore wind turbines in sand

A Abdullahi, S Bhattacharya, C Li, Y Xiao, Y Wang - Ocean Engineering, 2022 - Elsevier
Offshore wind turbines (OWTs) are known to experience modal property and foundation tilt
changes during operation. These may negatively influence their serviceability and can lead …

Numerical investigation on lateral monotonic and cyclic responses of scoured rigid monopile based on an integrated bounding surface model

H Zheng, H Zhang, F Liang, L Li - Computers and Geotechnics, 2024 - Elsevier
Offshore wind turbines (OWTs) are affected by wind, wave, and current during their service
life, which lead to the substructures undergoing combined effects of complex lateral loads …

Pile-soil interaction under cyclic lateral load in loose sand: Experimental and numerical evaluations

S Basack, M Karami, M Karakouzian - Soil Dynamics and Earthquake …, 2022 - Elsevier
Pile foundations in loose sand are occasionally subjected to cyclic loading initiated by the
influence of wind, wave, traffic loads, etc. Such load reversals alter the strength and stiffness …

[HTML][HTML] Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil

PK Esfeh, AM Kaynia - Soil Dynamics and Earthquake Engineering, 2020 - Elsevier
Monopile has been the most widespread foundation type for Offshore Wind Turbines (OWTs)
in shallow waters. Caisson (skirted) foundations have also been evaluated in some projects …

Influence of scour depth and type on p–y curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge

G Chortis, A Askarinejad, LJ Prendergast, Q Li… - Ocean …, 2020 - Elsevier
The influence of scour on the lateral response of monopile foundations for offshore wind
turbines is investigated in this paper. Application of lateral load-displacement (py) curves to …

Rigid pile response to cyclic lateral loading: laboratory tests

CN Abadie, BW Byrne, GT Houlsby - Géotechnique, 2019 - icevirtuallibrary.com
This paper presents experimental work aimed at improving understanding of the behaviour
of rigid monopiles, in cohesionless soils, subjected to lateral cyclic loading. It involves 1 g …