Study on <i>P</i>-<i>Y</i> Curve Parameters of Large-Diameter Rock-Socketed Pile Under Lateral Load
Response of large-diameter rock-socketed piles subjected to lateral loads is a critical issue in foundation design for bridges, high-rise buildings, and offshore platforms. Although the <i>p-y</i> curve method is commonly used for pile analysis in soil, its direct application to rock-socketed piles...
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| Principais autores: | , , , , |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
MDPI AG
2026-03-01
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| coleção: | Buildings |
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| Acesso em linha: | https://www.mdpi.com/2075-5309/16/7/1352 |
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