Pullout Capacity of Horizontally Loaded Suction Anchor Installed in Silty Sand-Reference-Cited by-同舟云学术

Pullout Capacity of Horizontally Loaded Suction Anchor Installed in Silty Sand

Published:2014-10-02 Issue:1 Volume:34 Page:87-95
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Kim Surin,Choo Yun Wook,Kim Dong-Soo

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

http://www.tandfonline.com/doi/pdf/10.1080/1064119X.2014.961622

Reference18 articles.

1. ABAQUS. 2011. User's Manual, Version 6.11.

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

3. Anderson, K. H. and H. P. Jostad. 2004. Shear strength along inside of suction anchor skirt wall in clay.Offshore Technology Conference, Houston, Paper 16844.

4. Non-linear soil stiffness in routine design

5. Aubeny, C. P. and J. D. Murff. 2003. Simplified limit solutions for undrained capacity of suction anchors.Proc Int Sym Deepwater Mooring Systems, Houston, 76–90.

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