Failure mode and capacity of suction caisson under inclined short-term static and one-way cyclic loadings-Reference-Cited by-同舟云学术

Failure mode and capacity of suction caisson under inclined short-term static and one-way cyclic loadings

Published:2017-03-03 Issue:1 Volume:36 Page:52-63
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Guo Zhen¹²,Jeng Dong-Sheng³,Guo Wei⁴,Wang Lizhong¹

Affiliation:

1. Key Laboratory of Offshore Geotechnics and Material of Zhejiang Province, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China

2. Research Center of Coastal and Urban Geotechnical Engineering, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China

3. Griffith School of Engineering, Griffith University Gold Coast Campus, Queensland, Australia

4. National Engineering Laboratory for High Speed Railway Construction, School of Civil Engineering, Central South University, Changsha, Hunan, China

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Zhejiang Provincial Natural Science Foundation of China

International Science and Technology Cooperation Program 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.2017.1279244

Reference16 articles.

1. Field Tests of Anchors in Clay II: Predictions and Interpretation

2. Andersen, K. H., and H. P. Jostad. 1999. Foundation design of skirted foundations and anchors in clay. Proceedings of the 31st Offshore Technology Conference, Houston, 3–6 May, 1999, OTC 10824, 383–92.

3. Andersen, K. H., J. D. Murff, M. F. Randolph, E. C. Clukey, C. T. Erbrich, H. P. Jostad, B. Hansen, C. Aubeny, P. Sharma, and C. Supachawarote. 2005. Suction anchors for deep water applications. Proceedings of International Symposium on Frontiers in Offshore Geotechnics, 19–21 September, 2005, 3–30.

4. Uplift Capacity of Suction Caissons under Sustained and Cyclic Loading in Soft Clay

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