Installation Technique and Numerical Simulation of Stress on High-Pile Footings During the Translation of Offshore Booster Stations
DOI:
https://doi.org/10.13052/spee1048-5236.4325Keywords:
Offshore wind power, high-pile cap foundation, differential settlement, numerical analysisAbstract
The foundation of the offshore substation mainly adopts the structure of a conductor support frame, and the installation of the upper blocks of the offshore substation mainly employs a lifting vessel for hoisting. The “Zhegen Sha 300 MW Offshore Wind Power Project” adopts a high-pile cap foundation for the offshore substation, making use of a translational installation method for the upper blocks. The innovative foundation design and installation scheme together form the basis of this project, which is explored in detail in this paper. Numerical simulations examining the bearing performance of the high-pile cap foundation during the translational process of the upper blocks are also performed, allowing finer insights into the design and construction of offshore wind power projects.
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