Lateral Performance of Helical Piles as Foundations for Offshore Wind Farms-Reference-Cited by-同舟云学术

Lateral Performance of Helical Piles as Foundations for Offshore Wind Farms

Published:2016-08-08 Issue: Volume: Page:
ISSN:
Container-title:Geo-Chicago 2016
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Author:

Akl Sherif A. Y.¹²³,Elhami Omar M.¹²³,Abu-keifa Mustafa A.¹²³

Affiliation:

1. Assistant Professor, SMFRL, Cairo Univ., Giza, Egypt 12613.

2. Geotechnical Engineer, Dar Al Handasah, Giza, Egypt 12577.

3. Professor, SMFRL, Cairo Univ., Giza, Egypt 12613.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480137.043

Reference14 articles.

1. Basu P. and Prezzi M. (2009). "Design and applications of drilled displacement (screw) piles." FHWA/IN/JTRP-2009/2 Federal Highway Administration Washington DC.

2. Brinkgreve R. B. J. Engin E. and Swolfs W. M. (2012)."Plaxis 3D 2012 Manual." Plaxis bv the Netherlands.

3. Helical piles: an innovative foundation design option for offshore wind turbines

4. Evaluation of Lateral Load Capacity of Bored Piles in Weathered Granite Soil

5. Clarke J. A. & Duncan J. M. (2001). "Revision of the CLM Spreadsheet for Lateral Load Analyses of Deep Foundations." Report of a Study Performed by the Virginia Tech Center for Geotechnical Practice and Research 22.

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