Bearing Mechanism and Failure Evolution of Squeezed Branch Pile-Supported Embankment over Soft Soils: Numerical Analyses Incorporating Concrete Post-Yielding Behavior
Squeezed branch piles, originally developed for building and bridge foundations, have been downsized and deployed at larger pile spacing for reinforcing embankments over soft soils. However, the working mechanism of squeezed branch pile-supported embankments remains unclear. In this study, a three-d...
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| Asıl Yazarlar: | , , , , , , |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
MDPI AG
2026-03-01
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| Seri Bilgileri: | Buildings |
| Konular: | |
| Online Erişim: | https://www.mdpi.com/2075-5309/16/6/1199 |
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