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Statistical Evaluation of API P-Y Curve Model for Offshore Piles in Cohesionless Soils

Pile foundations are widely used to support offshore wind turbines. While the p-y curve method is adopted for analysis of pile–soil interactions in popular design specifications, including the American Petroleum Institute (API), its accuracy remains unassessed systematically and quantitatively. This...

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書誌詳細
主要な著者: Peiyuan Lin, Xun Yuan, Tong Liu
フォーマット: Artigo
言語:Inglês
出版事項: MDPI AG 2025-08-01
シリーズ:Modelling
主題:
オンライン・アクセス:https://www.mdpi.com/2673-3951/6/3/91
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