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

Qian Hu, Fei Han, Monica Prezzi, Rodrigo Salgado, Minghua Zhao, H. Wang*, B. M. Lehane, M. F. Bransby, A. Askarinejad, L. Z. Wang

*Corresponding author for this work

Research output: Contribution to journalArticleScientificpeer-review

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).

Original languageEnglish
JournalGeotechnique
DOIs
Publication statusAccepted/In press - 2024

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