Cost efficient design of monopile foundations for offshore wind turbines

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBN

Abstract

In the case of laterally loaded offshore piles, the addition of a circular bearing plate to the monopile at mudline, known as the hybrid monopile-footing foundation system, has been proven to increase the lateral load bearing capacity of the foundation system significantly. Previously this was studied in single gravity conditions and some preliminary tests were carried out in the centrifuge. This paper extends this investigations by studying the performance of the foundation system at 50g to and reports how different foundations and geometric components affect this increase.
Original languageEnglish
Title of host publicationProceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering for Infrastructure Development, 2015
Place of PublicationLondon
Pages1237-1242
Number of pages6
Publication statusPublished - 11 Sep 2015
EventProceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering for Infrastructure Development, 2015 - Edinburgh, 2015
Duration: 11 Sep 2015 → …

Conference

ConferenceProceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering for Infrastructure Development, 2015
Period11/09/15 → …

Fingerprint

Offshore wind turbines
Costs
Bearings (structural)
Centrifuges
Bearing capacity
Piles
Loads (forces)
Gravitation

Cite this

Arshi, H. S., Stone, K., & Gunzel, F. (2015). Cost efficient design of monopile foundations for offshore wind turbines. In Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering for Infrastructure Development, 2015 (pp. 1237-1242). London.
Arshi, H.S. ; Stone, Kevin ; Gunzel, Friederike. / Cost efficient design of monopile foundations for offshore wind turbines. Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering for Infrastructure Development, 2015. London, 2015. pp. 1237-1242
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title = "Cost efficient design of monopile foundations for offshore wind turbines",
abstract = "In the case of laterally loaded offshore piles, the addition of a circular bearing plate to the monopile at mudline, known as the hybrid monopile-footing foundation system, has been proven to increase the lateral load bearing capacity of the foundation system significantly. Previously this was studied in single gravity conditions and some preliminary tests were carried out in the centrifuge. This paper extends this investigations by studying the performance of the foundation system at 50g to and reports how different foundations and geometric components affect this increase.",
author = "H.S. Arshi and Kevin Stone and Friederike Gunzel",
year = "2015",
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Arshi, HS, Stone, K & Gunzel, F 2015, Cost efficient design of monopile foundations for offshore wind turbines. in Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering for Infrastructure Development, 2015. London, pp. 1237-1242, Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering for Infrastructure Development, 2015, 11/09/15.

Cost efficient design of monopile foundations for offshore wind turbines. / Arshi, H.S.; Stone, Kevin; Gunzel, Friederike.

Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering for Infrastructure Development, 2015. London, 2015. p. 1237-1242.

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBN

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T1 - Cost efficient design of monopile foundations for offshore wind turbines

AU - Arshi, H.S.

AU - Stone, Kevin

AU - Gunzel, Friederike

PY - 2015/9/11

Y1 - 2015/9/11

N2 - In the case of laterally loaded offshore piles, the addition of a circular bearing plate to the monopile at mudline, known as the hybrid monopile-footing foundation system, has been proven to increase the lateral load bearing capacity of the foundation system significantly. Previously this was studied in single gravity conditions and some preliminary tests were carried out in the centrifuge. This paper extends this investigations by studying the performance of the foundation system at 50g to and reports how different foundations and geometric components affect this increase.

AB - In the case of laterally loaded offshore piles, the addition of a circular bearing plate to the monopile at mudline, known as the hybrid monopile-footing foundation system, has been proven to increase the lateral load bearing capacity of the foundation system significantly. Previously this was studied in single gravity conditions and some preliminary tests were carried out in the centrifuge. This paper extends this investigations by studying the performance of the foundation system at 50g to and reports how different foundations and geometric components affect this increase.

M3 - Conference contribution with ISSN or ISBN

SN - 9780727760678

SP - 1237

EP - 1242

BT - Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering for Infrastructure Development, 2015

CY - London

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Arshi HS, Stone K, Gunzel F. Cost efficient design of monopile foundations for offshore wind turbines. In Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering for Infrastructure Development, 2015. London. 2015. p. 1237-1242