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Journal of Earthquake Engineering Volume 11, 2007 - Issue sup1
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Original Articles

Diameter Effects on Pile Head Lateral Stiffness and Site Investigation Requirements for Pile Foundation DesignFootnote*

Michael John Pender Department of Civil and Environmental Engineering, University of Auckland, Auckland, New ZealandCorrespondence[email protected]
,
David Powell Carter Beca Carter Hollings and Ferner Ltd, Auckland, New Zealand
&
Satyawan Pranjoto URS Consultants Ltd, Auckland, New Zealand
Pages 1-12 | Published online: 25 May 2007

Citations (5)

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Read on this site (1)

A. Bahrami & H. Nikraz. (2012) Effect of Shaft Diameter of Pile on Lateral Winkler Springs' Stiffness. Journal of Earthquake Engineering 16:5, pages 595-606.
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Articles from other publishers (4)

Zhuang Jin, Zheng Li, Zhen-yu Yin & Panagiotis Kotronis. (2021) Numerical modeling of soil–pipe interaction of single pipeline at shallow embedment in clay by hypoplastic macroelement. Ocean Engineering 241, pages 110017.
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Chengshun Xu, Yilong Sun, Renqiang Xi & Yanguo Sun. (2020) Evaluation for p-y Method for Offshore Large Diameter Monopile in Sand. IOP Conference Series: Earth and Environmental Science 527:1, pages 012007.
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Djillali Amar Bouzid. (2018) Numerical Investigation of Large-Diameter Monopiles in Sands: Critical Review and Evaluation of Both API and Newly Proposed p-y Curves . International Journal of Geomechanics 18:11.
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Rasmus Tofte KlinkvortOle Hededal. (2014) Effect of load eccentricity and stress level on monopile support for offshore wind turbines. Canadian Geotechnical Journal 51:9, pages 966-974.
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