Numerical modelling of large diameter piles under lateral loading for offshore wind applications

L. Zdravković; D. M G Taborda; D. M. Potts; R. J. Jardine; M. Sideri; F. C. Schroeder; B. W. Byrne; R. McAdam; H. J. Burd; G. T. Houlsby; C. M. Martin; K. Gavin; P. Doherty; D. Igoe; A. Muirwood; D. Kallehave; J. Skov Gretlund

Numerical modelling of large diameter piles under lateral loading for offshore wind applications

L. Zdravković, D. M G Taborda, D. M. Potts, R. J. Jardine, M. Sideri, F. C. Schroeder, B. W. Byrne, R. McAdam, H. J. Burd, G. T. Houlsby, C. M. Martin, K. Gavin, P. Doherty, D. Igoe, A. Muirwood, D. Kallehave, J. Skov Gretlund

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

75 Citations (Scopus)

Abstract

There is currently a significant focus on developing offshore wind power in the UK and Europe. The most common foundation type for wind turbines is a single large diameter pile, termed a monopile, on which the turbine is located. As the diameter of such piles is envisaged to increase in future installations, there are concerns that current design methods are not applicable. To explore this problem, the joint industry project PISA has been established, with the aim to develop a new design framework for laterally loaded piles utilised in the offshore wind industry, based on new theoretical developments, numerical modelling and large scale field pile testing. This paper presents an overview of numerical modelling undertaken as part of the project.

Original language	English
Title of host publication	Frontiers in Offshore Geotechnics III - Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015
Publisher	CRC Press / Balkema - Taylor & Francis Group
Pages	759-764
Number of pages	6
ISBN (Print)	9781138028500
Publication status	Published - 2015
Externally published	Yes
Event	3rd International Symposium on Frontiers in Offshore Geotechnics - Oslo, Norway Duration: 10 Jun 2015 → 12 Jun 2015

Conference

Conference	3rd International Symposium on Frontiers in Offshore Geotechnics
Abbreviated title	ISFOG 2015
Country/Territory	Norway
City	Oslo
Period	10/06/15 → 12/06/15

Cite this

Zdravković, L., Taborda, D. M. G., Potts, D. M., Jardine, R. J., Sideri, M., Schroeder, F. C., Byrne, B. W., McAdam, R., Burd, H. J., Houlsby, G. T., Martin, C. M., Gavin, K., Doherty, P., Igoe, D., Muirwood, A., Kallehave, D., & Skov Gretlund, J. (2015). Numerical modelling of large diameter piles under lateral loading for offshore wind applications. In Frontiers in Offshore Geotechnics III - Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015 (pp. 759-764). CRC Press / Balkema - Taylor & Francis Group.

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title = "Numerical modelling of large diameter piles under lateral loading for offshore wind applications",

abstract = "There is currently a significant focus on developing offshore wind power in the UK and Europe. The most common foundation type for wind turbines is a single large diameter pile, termed a monopile, on which the turbine is located. As the diameter of such piles is envisaged to increase in future installations, there are concerns that current design methods are not applicable. To explore this problem, the joint industry project PISA has been established, with the aim to develop a new design framework for laterally loaded piles utilised in the offshore wind industry, based on new theoretical developments, numerical modelling and large scale field pile testing. This paper presents an overview of numerical modelling undertaken as part of the project.",

author = "L. Zdravkovi{\'c} and Taborda, {D. M G} and Potts, {D. M.} and Jardine, {R. J.} and M. Sideri and Schroeder, {F. C.} and Byrne, {B. W.} and R. McAdam and Burd, {H. J.} and Houlsby, {G. T.} and Martin, {C. M.} and K. Gavin and P. Doherty and D. Igoe and A. Muirwood and D. Kallehave and {Skov Gretlund}, J.",

year = "2015",

language = "English",

isbn = "9781138028500",

pages = "759--764",

booktitle = "Frontiers in Offshore Geotechnics III - Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015",

publisher = "CRC Press / Balkema - Taylor & Francis Group",

note = "3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015 ; Conference date: 10-06-2015 Through 12-06-2015",

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Zdravković, L, Taborda, DMG, Potts, DM, Jardine, RJ, Sideri, M, Schroeder, FC, Byrne, BW, McAdam, R, Burd, HJ, Houlsby, GT, Martin, CM, Gavin, K, Doherty, P, Igoe, D, Muirwood, A, Kallehave, D & Skov Gretlund, J 2015, Numerical modelling of large diameter piles under lateral loading for offshore wind applications. in Frontiers in Offshore Geotechnics III - Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015. CRC Press / Balkema - Taylor & Francis Group, pp. 759-764, 3rd International Symposium on Frontiers in Offshore Geotechnics, Oslo, Norway, 10/06/15.

Numerical modelling of large diameter piles under lateral loading for offshore wind applications. / Zdravković, L.; Taborda, D. M G; Potts, D. M. et al.
Frontiers in Offshore Geotechnics III - Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015. CRC Press / Balkema - Taylor & Francis Group, 2015. p. 759-764.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

TY - GEN

T1 - Numerical modelling of large diameter piles under lateral loading for offshore wind applications

AU - Zdravković, L.

AU - Taborda, D. M G

AU - Potts, D. M.

AU - Jardine, R. J.

AU - Sideri, M.

AU - Schroeder, F. C.

AU - Byrne, B. W.

AU - McAdam, R.

AU - Burd, H. J.

AU - Houlsby, G. T.

AU - Martin, C. M.

AU - Gavin, K.

AU - Doherty, P.

AU - Igoe, D.

AU - Muirwood, A.

AU - Kallehave, D.

AU - Skov Gretlund, J.

PY - 2015

Y1 - 2015

N2 - There is currently a significant focus on developing offshore wind power in the UK and Europe. The most common foundation type for wind turbines is a single large diameter pile, termed a monopile, on which the turbine is located. As the diameter of such piles is envisaged to increase in future installations, there are concerns that current design methods are not applicable. To explore this problem, the joint industry project PISA has been established, with the aim to develop a new design framework for laterally loaded piles utilised in the offshore wind industry, based on new theoretical developments, numerical modelling and large scale field pile testing. This paper presents an overview of numerical modelling undertaken as part of the project.

AB - There is currently a significant focus on developing offshore wind power in the UK and Europe. The most common foundation type for wind turbines is a single large diameter pile, termed a monopile, on which the turbine is located. As the diameter of such piles is envisaged to increase in future installations, there are concerns that current design methods are not applicable. To explore this problem, the joint industry project PISA has been established, with the aim to develop a new design framework for laterally loaded piles utilised in the offshore wind industry, based on new theoretical developments, numerical modelling and large scale field pile testing. This paper presents an overview of numerical modelling undertaken as part of the project.

UR - http://www.scopus.com/inward/record.url?scp=84960359113&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:84960359113

SN - 9781138028500

SP - 759

EP - 764

BT - Frontiers in Offshore Geotechnics III - Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015

PB - CRC Press / Balkema - Taylor & Francis Group

T2 - 3rd International Symposium on Frontiers in Offshore Geotechnics

Y2 - 10 June 2015 through 12 June 2015

ER -

Zdravković L, Taborda DMG, Potts DM, Jardine RJ, Sideri M, Schroeder FC et al. Numerical modelling of large diameter piles under lateral loading for offshore wind applications. In Frontiers in Offshore Geotechnics III - Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015. CRC Press / Balkema - Taylor & Francis Group. 2015. p. 759-764

Numerical modelling of large diameter piles under lateral loading for offshore wind applications

Abstract

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