Influence of scour and scour protection on the stiffness of monopile foundations in sand-Reference-Cited by-同舟云学术

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Influence of scour and scour protection on the stiffness of monopile foundations in sand

Published:2024-03 Issue: Volume:144 Page:103920
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Saathoff Jann-Eike,Goldau Norman,Achmus Martin^ORCID,Schendel Alexander^ORCID,Welzel Mario^ORCID,Schlurmann Torsten

Funder

Deutsche Forschungsgemeinschaft

Publisher

Elsevier BV

Reference49 articles.

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

2. Geotechnical and foundation design considerations: ANSI/API recommended practice 2GEO; ISO 19901-4:2003 (modified),2014

3. Influence of scour protection layers on the lateral response of monopile in dense sand;Askarinejad;Ocean Eng.,2022

4. Bentley Systems. Plaxis software. 2022.

5. Small-strain stiffness of soils and its numerical consequences;Benz,2007

Cited by 2 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. Lateral soil-pile interaction of large-diameter rigid monopiles supporting OWTs in clay: Insights and an enhanced theoretical model;Applied Ocean Research;2024-09

2. A comprehensive review on scour and scour protections for complex bottom-fixed offshore and marine renewable energy foundations;Ocean Engineering;2024-07

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