PISA: New Design Methods for Offshore Wind Turbine Monopiles

Byron W. Byrne; Ross A. McAdam; Harvey J. Burd; Guy T. Houlsby; Christopher M. Martin; William J. A. P  Beuckelaers; David M. G. Taborda; David M. Potts; Richard J. Jardine; Emil R.  Ushev; Tingfa Liu; David   Abadias; Kenneth G. Gavin; David J. P. Igoe; Paul Doherty; Jesper Skov Gretlund; Miguel Pacheco Andrade; Alastair Muir Wood; Felix C. Schroeder; Steve Turner; Michael A. L. Plummer

doi:10.3723/OSIG17.142

PISA: New Design Methods for Offshore Wind Turbine Monopiles

Byron W. Byrne^*, Ross A. McAdam, Harvey J. Burd, Guy T. Houlsby, Christopher M. Martin, William J. A. P Beuckelaers, David M. G. Taborda, David M. Potts, Richard J. Jardine, Emil R. Ushev, Tingfa Liu, David Abadias, Kenneth G. Gavin, David J. P. Igoe, Paul Doherty, Jesper Skov Gretlund, Miguel Pacheco Andrade, Alastair Muir Wood, Felix C. Schroeder, Steve TurnerMichael A. L. Plummer

^*Corresponding author for this work

Department of Civil Engineering

Research output: Contribution to conference › Conference Paper › peer-review

Abstract

Improved design of laterally loaded monopiles is central to the development of current and future generation offshore wind farms. Previously established design methods have demonstrable shortcomings requiring new ideas and approaches to be developed, specific for the offshore wind turbine sector. The Pile Soil Analysis (PISA) Project, established in 2013, addresses this problem through a range of theoretical studies, numerical analysis and medium scale field testing. The project completed in 2016; this paper summarises the principal findings, illustrated through examples incorporating the Cowden stiff clay profile, which represents one of the two soil profiles targeted in the study. The implications for design are discussed.

Original language	English
Number of pages	20
DOIs	https://doi.org/10.3723/OSIG17.142
Publication status	Published - 1 Jan 2017

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Byrne, B. W., McAdam, R. A., Burd, H. J., Houlsby, G. T., Martin, C. M., Beuckelaers, W. J. A. P., Taborda, D. M. G., Potts, D. M., Jardine, R. J., Ushev, E. R., Liu, T., Abadias, D., Gavin, K. G., Igoe, D. J. P., Doherty, P., Skov Gretlund, J., Pacheco Andrade, M., Muir Wood, A., Schroeder, F. C., ... Plummer, M. A. L. (2017). PISA: New Design Methods for Offshore Wind Turbine Monopiles. https://doi.org/10.3723/OSIG17.142

@conference{896f1b246149489a831702dae1793e76,

title = "PISA: New Design Methods for Offshore Wind Turbine Monopiles",

abstract = "Improved design of laterally loaded monopiles is central to the development of current and future generation offshore wind farms. Previously established design methods have demonstrable shortcomings requiring new ideas and approaches to be developed, specific for the offshore wind turbine sector. The Pile Soil Analysis (PISA) Project, established in 2013, addresses this problem through a range of theoretical studies, numerical analysis and medium scale field testing. The project completed in 2016; this paper summarises the principal findings, illustrated through examples incorporating the Cowden stiff clay profile, which represents one of the two soil profiles targeted in the study. The implications for design are discussed.",

author = "Byrne, {Byron W.} and McAdam, {Ross A.} and Burd, {Harvey J.} and Houlsby, {Guy T.} and Martin, {Christopher M.} and Beuckelaers, {William J. A. P} and Taborda, {David M. G.} and Potts, {David M.} and Jardine, {Richard J.} and Ushev, {Emil R.} and Tingfa Liu and David Abadias and Gavin, {Kenneth G.} and Igoe, {David J. P.} and Paul Doherty and {Skov Gretlund}, Jesper and {Pacheco Andrade}, Miguel and {Muir Wood}, Alastair and Schroeder, {Felix C.} and Steve Turner and Plummer, {Michael A. L.}",

year = "2017",

month = jan,

day = "1",

doi = "10.3723/OSIG17.142",

language = "English",

}

Byrne, BW, McAdam, RA, Burd, HJ, Houlsby, GT, Martin, CM, Beuckelaers, WJAP, Taborda, DMG, Potts, DM, Jardine, RJ, Ushev, ER, Liu, T, Abadias, D, Gavin, KG, Igoe, DJP, Doherty, P, Skov Gretlund, J, Pacheco Andrade, M, Muir Wood, A, Schroeder, FC, Turner, S & Plummer, MAL 2017, 'PISA: New Design Methods for Offshore Wind Turbine Monopiles'. https://doi.org/10.3723/OSIG17.142

TY - CONF

T1 - PISA: New Design Methods for Offshore Wind Turbine Monopiles

AU - Byrne, Byron W.

AU - McAdam, Ross A.

AU - Burd, Harvey J.

AU - Houlsby, Guy T.

AU - Martin, Christopher M.

AU - Beuckelaers, William J. A. P

AU - Taborda, David M. G.

AU - Potts, David M.

AU - Jardine, Richard J.

AU - Ushev, Emil R.

AU - Liu, Tingfa

AU - Abadias, David

AU - Gavin, Kenneth G.

AU - Igoe, David J. P.

AU - Doherty, Paul

AU - Skov Gretlund, Jesper

AU - Pacheco Andrade, Miguel

AU - Muir Wood, Alastair

AU - Schroeder, Felix C.

AU - Turner, Steve

AU - Plummer, Michael A. L.

PY - 2017/1/1

Y1 - 2017/1/1

N2 - Improved design of laterally loaded monopiles is central to the development of current and future generation offshore wind farms. Previously established design methods have demonstrable shortcomings requiring new ideas and approaches to be developed, specific for the offshore wind turbine sector. The Pile Soil Analysis (PISA) Project, established in 2013, addresses this problem through a range of theoretical studies, numerical analysis and medium scale field testing. The project completed in 2016; this paper summarises the principal findings, illustrated through examples incorporating the Cowden stiff clay profile, which represents one of the two soil profiles targeted in the study. The implications for design are discussed.

AB - Improved design of laterally loaded monopiles is central to the development of current and future generation offshore wind farms. Previously established design methods have demonstrable shortcomings requiring new ideas and approaches to be developed, specific for the offshore wind turbine sector. The Pile Soil Analysis (PISA) Project, established in 2013, addresses this problem through a range of theoretical studies, numerical analysis and medium scale field testing. The project completed in 2016; this paper summarises the principal findings, illustrated through examples incorporating the Cowden stiff clay profile, which represents one of the two soil profiles targeted in the study. The implications for design are discussed.

U2 - 10.3723/OSIG17.142

DO - 10.3723/OSIG17.142

M3 - Conference Paper

ER -

PISA: New Design Methods for Offshore Wind Turbine Monopiles

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