A Simplified Method for Estimating the Initial Stiffness of Monopile—Soil Interaction Under Lateral Loads in Offshore Wind Turbine Systems-Reference-Cited by-同舟云学术

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A Simplified Method for Estimating the Initial Stiffness of Monopile—Soil Interaction Under Lateral Loads in Offshore Wind Turbine Systems

Published:2023-02 Issue:1 Volume:37 Page:165-174
ISSN:0890-5487
Container-title:China Ocean Engineering
language:en
Short-container-title:China Ocean Eng

Author:

Li Xiao-juan,Dai Guo-liang,Zhu Ming-xing,Wang Li-yan,Liu Hong-yuan

Publisher

Springer Science and Business Media LLC

Subject

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

Link

https://link.springer.com/content/pdf/10.1007/s13344-023-0014-6.pdf

Reference32 articles.

1. RP;API,2020

2. Basu, D., Salgado, R. and Prezzi, M., 2013. A new framework for analysis of laterally loaded piles, Journal of Geo-Engineering Sciences, 1(1), 53–67.

3. Byrne, B.W., McAdam, R.A., Burd, H.J., Houlsby, G.T., Martin, C.M., Gavin, K., Doherty, P., Igoe, D., Zdravkovic, L., Taborda, D.M.G., Potts, D.M., Jardine, R.J., Sideri, M., Schroeder, F.C., Wood, A.M., Kallehave, D. and Gretlund, J.S., 2015. Field testing of large diameter piles under lateral loading for offshore wind applications, Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering, Edinburgh, United Kingdom, pp. 1255–1260.

4. Byrne, B.W., McAdam, R.A., Burd, H.J., Houlsby, G.T., Martin, C.M., Beuckelaers, W.J.A.P., Zdravkovic, L., Taborda, D.M.G., Potts, D. M., Jardine, R.J., Ushev, E., Liu, T., Abadias, D., Gavin, K., Igoe, D., Doherty, P., Gretlund, J.S., Andrade, M.P., Wood, A.M., Schroeder, F.C., Turner, S. and Plummer, M.A.L., 2017. PISA: New design methods for offshore wind turbine monopiles, Proceedings of the 8th International Conference for Offshore Site Investigation Geotechnics, London, UK, pp. 142–161.

5. MSc. Thesis;DP Carter,1984

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1. The Simplified Method of Head Stiffness Considering Semi-Rigid Behaviors of Deep Foundations in OWT Systems;Buildings;2024-06-14

2. The Shear Effect of Large-Diameter Piles under Different Lateral Loading Levels: The Transfer Matrix Method;Buildings;2024-05-16

3. A Comparative Study on Load Assessment Methods for Offshore Wind Turbines Using a Simplified Method and OpenFAST Simulations;Energies;2024-05-02

4. Investigation of the soil deformation around laterally loaded deep foundations with large diameters;Acta Geotechnica;2023-09-21

5. Interface Mechanical Behavior of Flexible Piles Under Lateral Loads in OWT Systems;China Ocean Engineering;2023-06

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