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

被引：0

作者：

Hu, Qian ^{[1
,2
,3
]}

Han, Fei ^{[4
]}

Prezzi, Monica ^{[5
]}

Salgado, Rodrigo ^{[5
]}

Zhao, Minghua ^{[6
]}

Wang, H. ^{[7
]}

Lehane, B. M. ^{[8
]}

Bransby, M. F. ^{[8
]}

Askarinejad, A. ^{[7
]}

Wang, L. Z. ^{[9
]}

机构：

[1] Shenzhen Univ, Coll Civil & Transportat Engn, Shenzhen, Peoples R China

[2] Shenzhen Univ, Key Lab Resilient Infrastructures Coastal Cities M, Shenzhen, Peoples R China

[3] Shenzhen Univ, Natl Engn Res Ctr Deep Shaft Construct, Shenzhen Key Lab Green, Efficient & Intelligent Construct Underground Metr, Shenzhen, Peoples R China

[4] Univ New Hampshire, Dept Civil & Environm Engn, Durham, NH USA

[5] Purdue Univ, Lyles Sch Civil Engn, W Lafayette, IN USA

[6] Hunan Univ, Coll Civil Engn, Changsha, Peoples R China

[7] Delft Univ Technol, Fac Civil Engn & Geosci, Delft, Netherlands

[8] Univ Western Australia, Crawley, WA, Australia

[9] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou, Peoples R China

来源：

GEOTECHNIQUE | 2024年

关键词：

D O I：

10.1680/jgeot.24.00990

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

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). © 2024 ICE Publishing. All rights reserved.

引用

页数：13

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