Analytical and experimental studies on installation of a suction caisson with tampered tip in clay

Author:

Yan Shuwang1,Zhang Jingjing1,Chu Jian2,Guo Wei2,Huo Zhiliang3

Affiliation:

1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, China

2. School of Civil and Environmental Engineering, Nanyang Technological University, Singapore

3. Tianjin Municipal Engineering Design & Research Institute, Reconnaissance and Survey Institute, Tianjin, China

Funder

National Research Foundation Singapore

International S&T Cooperation Program of China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Reference36 articles.

1. Allersma, H. G. B., A. A. Kirstein, and R. B. J. Brinkgreve. 1999. Centrifuge and numerical modeling of methods to optimize the horizontal bearing capacity of suction piles. Proceedings of the Offshore Mechanics and Arctic Engineering Conference, OMAE99, St. John, Canada, 621–27.

2. API. 2005. API recommended practice 2SK (RP 2SK): Recommended practice for design and analysis of station keeping systems for floating structures: Exploration and production department. NY: American Petroleum Institute (API).

3. Centrifuge tests on installation of suction anchors in soft clay

4. Andersen, K. H., and H. P. Jostad. 1999. Foundation design of skirted foundations and anchors in clay. Offshore Technology Conference, Paper 10824, Houston, Texas.

5. Andersen, K. H., and H. P. Jostad. 2002. Shear strength along outside wall of suction anchors in clay after installation. Twelfth International Offshore and Polar Engineering Conference, Kitakyushu, Japan, 785–94.

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