A Review of Static and Dynamic <i>p</i>-<i>y</i> Curve Models for Pile Foundations
In addition to supporting vertical loads from superstructures, piles are frequently subjected to horizontal soil pressures, long-term wind, wave, and current forces, as well as seismic loads. Presently, the <i>p</i>-<i>y</i> curve method is widely employed for calculating the horizontal forces actin...
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| Hlavní autoři: | , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
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MDPI AG
2024-05-01
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| Edice: | Buildings |
| Témata: | |
| On-line přístup: | https://www.mdpi.com/2075-5309/14/6/1507 |
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