Lateral bearing behavior and failure mechanism of monopile-bucket hybrid foundations on sand deposit-Reference-Cited by-同舟云学术

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Lateral bearing behavior and failure mechanism of monopile-bucket hybrid foundations on sand deposit

Published:2023-07 Issue: Volume:280 Page:114749
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Zou Xinjun,Chang Hao,Yang Zijian

Funder

Foundation for Innovative Research Groups of the National Natural Science Foundation of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference44 articles.

1. Physical and Numerical Modelling of Hybrid Monopiled-Footing Foundation Systems [D];Arshi,2016

2. Laboratory testing of shallow skirted foundations in sand;Byrne,2003

3. Static and dynamic loading behavior of a hybrid foundation for offshore wind turbines;Chen;Mar. Struct.,2020

4. Analytical solution for horizontal vibration of end-bearing single pile in radially heterogeneous saturated soil;Cui;Appl. Math. Model.,2023

5. Response and capacity of monopod caisson foundation under eccentric lateral loads;Deb;Mar. Georesour. Geotechnol.,2017

Cited by 5 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. Investigation of the dynamic behavior of a composite pile foundation for offshore wind turbines;Acta Geotechnica;2024-07-05

2. Experimental Study on Mechanical Behavior of Skirt–Pile Foundations in Saturated Clay under Horizontal Load;Applied Sciences;2024-04-16

3. Undrained Capacity of a Bucket Foundation with a Limited-Tension Interface for Offshore Wind Turbines;Journal of Ocean University of China;2024-04-05

4. Scour effects on the bearing capacity of monopile-wheel composite foundations under lateral and torsional loads;Ocean Engineering;2024-01

5. Effects of local scouring on the bearing capacity of monopile-wheel composite foundations in sandy deposit;Ocean Engineering;2023-11

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