A simplified calculation method for axial cyclic degradation of offshore wind turbine foundations in clay-Reference-Cited by-同舟云学术

A simplified calculation method for axial cyclic degradation of offshore wind turbine foundations in clay

Published:2019-02-08 Issue:2 Volume:38 Page:204-213
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Liu Ying¹²,Huang Maosong³,Ma Shaokun¹²

Affiliation:

1. College of Civil Engineering and Architecture, Guangxi University, Nanning, China;

2. Key Laboratory of Disaster Prevention and Structural Safety, Guangxi University, Nanning, China;

3. Department of Geotechnical Engineering, Tongji University, Shanghai, China

Funder

National Natural Science Foundation 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.2019.1566296

Reference28 articles.

1. Pile Capacity for Axial Cyclic Loading by D. V. Griffiths

2. Bea, R. G., J. M. E. Audibert, and A. R. Dover. 1980. Dynamic Response of Laterally and Axially Loaded Piles. In Proceedings of 12th Offshore Technical Conference, Houston, Tex. 129–139.

3. Cyclic axial loads on piles: Analysis of existing data

4. Cooke, R. W. 1974. The Settlement of Friction Pile Foundations. In Proc. Conf. on Tall Buildings, Kuala Lumpur.

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