Effects of local scouring on capacities of monopile-wheel composite foundations in sand under lateral loading-Reference-Cited by-同舟云学术

Effects of local scouring on capacities of monopile-wheel composite foundations in sand under lateral loading

Published:2023-11-27 Issue: Volume: Page:1-17
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Chen Shun¹,Zou Xinjun¹,Tu Xinyao¹,Liang Chuxiong¹

Affiliation:

1. Key Laboratory of Building Safety and Energy Efficiency of Ministry of Education, College of Civil Engineering, Hunan University, Changsha, Hunan, China

Funder

National Natural Science Foundation of China

the science and technology Program of Hunan Provincial Departent of Transportation

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2284868

Reference53 articles.

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2. Design of monopiles for offshore wind turbines in 10 steps

3. Arshi, H. S., and K. J. L. Stone. 2012. “Lateral Resistance of Hybrid Monopile-Footing Foundations in Cohesionless Soils for Offshore Wind Turbines.” SUT Offshore Site Investigation and Geotechnics, SUT–OSIG. SUT.

4. Combined loading of skirted foundations

5. Long-term performance of an embedded retaining wall with a stabilizing base slab

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