Discussion on lateral load response of large-diameter monopiles in sand

Journal article (2024)

Authors

Qian Hu Shenzhen University
Fei Han University of New Hampshire
Monica Prezzi Purdue University
Rodrigo Salgado Purdue University
Minghua Zhao Hunan University
B. M. Lehane University of Western Australia
M. F. Bransby University of Western Australia
L. Z. Wang Zhejiang University
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Published Date

2024

Language

English

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Abstract

The authors present a comprehensive numerical study on the lateral response of pile foundations in sands with a constant relative density. The influence of the pile configuration (length (L) diameter (D) and flexural rigidity), load eccentricity (h), sand type and relative density (Dr) was investigated. This discussion provides some additional insights on the lateral response of large diameter monopiles in uniform sand by combining the authors work with the observations in Wang et al. (2021) and Richards et al. (2021).

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