Three-spring soil reaction model for wind turbine monopile foundation in clay-Reference-Cited by-同舟云学术

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Three-spring soil reaction model for wind turbine monopile foundation in clay

Published:2024-03 Issue: Volume:144 Page:103911
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Jiao Yuqi,Qiao Dongsheng,Wang Bin,Tang Guoqiang,Lu Lin^ORCID,Ou Jinping

Funder

National Natural Science Foundation of China

Science and Technology Projects of Fujian Province

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Reference50 articles.

1. ABAUQS 6.14 standard,2014

2. Recommended practice 2GEO,2014

3. Development of axial pile load transfer curves based on instrumented load tests;Bohn;J. Geotech. Geoenviron. Eng.,2015

4. Concurrent wind, wave and current loads on a monopile-supported offshore wind turbine;Buljac;Eng. Struct.,2022

5. PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till;Byrne;Géotechnique,2020

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1. A Review of Static and Dynamic p-y Curve Models for Pile Foundations;Buildings;2024-05-23

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