Experimental and numerical studies on lateral bearing characteristics of innovative gravel-filled canister-monopile (GCM) hybrid foundation-Reference-Cited by-同舟云学术

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Experimental and numerical studies on lateral bearing characteristics of innovative gravel-filled canister-monopile (GCM) hybrid foundation

Published:2024-01-22 Issue: Volume: Page:1-20
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Qiu Xinchen¹²,El Naggar M. Hesham²,Wang Kuihua¹,Zhao Shuang³,Wu Juntao¹

Affiliation:

1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China

2. Geotechnical Research Centre, Faculty of Engineering, The University of Western Ontario, London, Canada

3. China Construction Third Engineering Bureau Group Co., Ltd, Wuhan, China

Funder

China Scholarship Council

National Natural Science Foundation of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2304049

Reference42 articles.

1. Hybrid Foundation System for Offshore Wind Turbine

2. An experimental study and numerical modeling of laterally loaded regular and finned pile foundations in sandy soils

3. Hybrid foundation for offshore wind turbines: Environmental and seismic loading

4. Foundations for offshore wind turbines

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