Pullout resistance of group suction anchors in parallel array installed in silty sand subjected to horizontal loading – Centrifuge and numerical modeling-Reference-Cited by-同舟云学术

Pullout resistance of group suction anchors in parallel array installed in silty sand subjected to horizontal loading – Centrifuge and numerical modeling

Published:2015-10 Issue: Volume:107 Page:85-96
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Kim Surin,Choo Yun Wook,Kim Jae-Hyun,Kim Dong-Soo,Kwon Osoon

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference21 articles.

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2. Andersen, K.H., Jostad, H.P., 1999. Foundation design of skirted foundations and anchors in clay. In: Proceedings of the Offshore Technology Conference, Houston, Paper No. OTC 10824.

3. Nonlinear soil stiffness in routine design;Atkinson;Geotechnique,2000

4. Aubeny, C., Murff, J.D., 2003. Simplified limit solutions for undrained capacity of suction anchors. In: Proceedings of the International Symposium Deepwater Mooring Systems, Houston, pp. 76–90.

5. Inclined loading capacity of suction piles in sand;Bang;J. Ocean Eng.,2011

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