Compressive bearing behavior and pile–soil interaction of spiral-ribbed thin-walled concrete-filled steel tube piles
To address the issues of excessive steel consumption and complex fabrication associated with traditional helical piles, this study proposes a novel type of concrete-filled thin-walled steel tubular pile with spiral ribs. This new design reduces steel usage by over 40 % while significantly improving...
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| Autors principals: | , , , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Elsevier
2025-12-01
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| Col·lecció: | Case Studies in Construction Materials |
| Matèries: | |
| Accés en línia: | http://www.sciencedirect.com/science/article/pii/S2214509525014111 |
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