Some considerations regarding the use of helical piles as foundation for offshore structures-Reference-Cited by-同舟云学术

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Some considerations regarding the use of helical piles as foundation for offshore structures

Published:2013-07 Issue:3 Volume:50 Page:102-110
ISSN:0038-0741
Container-title:Soil Mechanics and Foundation Engineering
language:en
Short-container-title:Soil Mech Found Eng

Author:

Spagnoli G.

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Soil Science,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Water Science and Technology

Link

http://link.springer.com/content/pdf/10.1007/s11204-013-9219-7.pdf

Reference19 articles.

1. EESI. Offshore Wind Energy. Report (2010).

2. T. Karst, Foundation structures debate. Wind Energy Update Conference, November 20th 2012, Hamburg Germany (2012).

3. E.T.R. Dean, Offshore geotechnical engineering, Thomas Telford (2010).

4. European Wind Energy Association. The European offshore wind industry − key trends and statistics 2012. Report (2013).

5. G.T. Houlsby, Discussion, editorial. Geotechnique, 55(5), 416-417 (2005).

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1. Load–displacement behavior of helical pile using Frustum Confining vessel (FCV) and full-scale testing in Babolsar sand;Marine Georesources & Geotechnology;2024-08-31

2. Comparison of frustum confining vessel (FCV) and full-scale testing for helical and expanded piles geotechnical performance;Marine Georesources & Geotechnology;2024-04-08

3. Shared mooring systems for offshore floating wind farms: A review;Energy Reviews;2024-03

4. Effect of the Addition of a Second Helix on the Helical Pile Performance in Sand;International Journal of Civil Engineering;2023-09-14

5. Research on the Effect of Burial Depth on The Bearing Characteristics of Three Helical Piles Jacket Foundation for Offshore Wind Turbines;Journal of Marine Science and Engineering;2023-08-29

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