Numerical investigation of soil parameter effects on the axial uplift bearing capacity of novel photovoltaic circular helicoid piles
Abstract The circular helicoid (CH) pile is a novel special-shaped pile developed over the past decade and widely used as an uplift-resistant foundation for photovoltaic support structures due to its superior uplift performance. However, the mechanisms by which ground conditions influence the mobili...
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| Autors principals: | , , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Nature Portfolio
2026-04-01
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| Col·lecció: | Scientific Reports |
| Matèries: | |
| Accés en línia: | https://doi.org/10.1038/s41598-026-46197-3 |
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