Vertical behavior of a suction caisson using state-dependent sand friction angles-Reference-Cited by-同舟云学术

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Vertical behavior of a suction caisson using state-dependent sand friction angles

Published:2023-12-27 Issue: Volume: Page:1-10
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Liu Jinzhong¹^ORCID,Chen Xuguang²^ORCID

Affiliation:

1. Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, China

2. Shandong Provincial Key Laboratory of Ocean Engineering, Ocean University of China, Qingdao, China

Funder

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.2023.2298509

Reference29 articles.

1. Ahlvin, Richard G., and Harry H. Ulery. 1962. Tabulated Values for Determining the Complete Pattern of Stresses, Strains, and Deflections beneath a Uniform Circular Load on a Homogeneous Half Space. 41st Annual Meeting of the Highway Research Board, Washington DC, United States.

2. Database of Friction Angles of Sand and Consolidation Characteristics of Sand, Silt, and Clay

3. API. 2011. Geotechnical and Foundation Design Considerations. Washington DC: American Petroleum Institute.

4. Embedment Effects on Vertical Bearing Capacity of Offshore Bucket Foundations on Cohesionless Soil

5. Suction caissons in dense sand, part I: installation, limiting capacity and drainage

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