A numerical methodology to predict the lateral load response of monopiles installed in SAND considering soil stiffness degradation-Reference-Cited by-同舟云学术

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A numerical methodology to predict the lateral load response of monopiles installed in SAND considering soil stiffness degradation

Published:2023-02 Issue: Volume:270 Page:113723
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Lopes Guilherme K.,de Sousa José Renato M.^ORCID,de Almeida Maria C.F.^ORCID,de Almeida Marcio S.S.

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference57 articles.

1. Finite element modelling of horizontally loaded monopile foundations for offshore wind energy converters in Germany;Abdel-Rahman,2005

2. On the design of monopile foundations with respect to static and quasi-static cyclic loading;Achmus;Copenhagen offshore wind,2005

3. Behavior of monopile foundations under cyclic lateral load;Achmus;Comput. Geotech.,2009

4. Un- and reloading stiffness of monopile foundations in sand;Achmus;Appl. Ocean Res.,2019

5. The geotechnical beam centrifuge at COPPE centrifuge laboratory;Almeida,2014

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Geotechnical challenges in monopile foundations and performance assessment of current design methodologies;Ocean Engineering;2024-10

2. Reliability analysis of monopiles for offshore wind turbines under lateral loading;Ocean Engineering;2024-02

3. Centrifuge modelling of monotonic and cyclic lateral responses of monopiles in quartz and carbonate sands;E3S Web of Conferences;2024

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