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...
| Published in: | Modelling |
|---|---|
| Main Authors: | Peiyuan Lin, Xun Yuan, Tong Liu |
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-08-01
|
| Subjects: | |
| Online Access: | https://www.mdpi.com/2673-3951/6/3/91 |
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