Capacity of a multi-compartment single-bucket breakwater structure in silt-over-clay under combined V-H-M loading-Reference-Cited by-同舟云学术

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Capacity of a multi-compartment single-bucket breakwater structure in silt-over-clay under combined V-H-M loading

Published:2022-10-28 Issue: Volume: Page:1-16
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Feng Tugen¹,Wei Yang¹,Zhang Jian¹,Liu Long¹

Affiliation:

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, China

Funder

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2022.2138802

Reference33 articles.

1. Penetration Resistance of Offshore Skirted Foundations and Anchors in Dense Sand

2. VERTICAL CAPACITY OF BUCKET FOUNDATIONS IN UNDRAINED SOIL

3. The undrained capacity of skirted strip foundations under combined loading

4. Standardized sign conventions and notation for generally loaded foundations

5. Experimental Investigations of the Response of Suction Caissons to Transient Combined Loading

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1. A Study on the Bearing Capacity of Square Skirted Anchors with Different Mooring Points;Journal of Marine Science and Engineering;2024-09-06

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