Study on Seepage Characteristics of Composite Bucket Foundation Under Eccentric Load

Author:

Chen Qing-shan,Zhang Pu-yang,Ding Hong-yan,Le Cong-huan,Xu Yun-long

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Ocean Engineering,Renewable Energy, Sustainability and the Environment,Oceanography

Reference21 articles.

1. Andersen, K.H. and Jostad, H.P., 2002. Shear strength along outside wall of suction anchors in clay after installation, Proceedings of the 12th International Offshore and Polar Engineering Conference, Kitakyushu, Japan.

2. Andersen, K.H. and Jostad, H.P., 2004. Shear strength along inside of suction anchor skirt wall in clay, Offshore Technology Conference, Houston, Texas.

3. Andersen, K.H., Jostad, H.P. and Dyvik, R., 2008. Penetration resistance of offshore skirted foundations and anchors in dense sand, Journal of Geotechnical and Geoenvironmental Engineering, 134(1), 106–116.

4. Ding, H.Y., Han, Y.Q., Zhang, P.Y. and Huo, S.X., 2017a. Effects of air pressure on stability of integrated transportation and installation vessel for offshore wind turbine, Journal of Tianjin University (Science and Technology), 50(9), 915–920. (in Chinese)

5. Ding, H.Y., Jia, N., Zhang, P.Y. and Liu, Y.G., 2017b. Analysis of penetration test of composite bucket foundations for offshore wind turbines in silty clay, Journal of Tianjin University (Science and Technology), 50(9), 893–899. (in Chinese)

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