Efficiency of RCC piles with helical grooves subjected to axial and lateral loads in cohesionless soil
AbstractThis paper presents an experimental and numerical investigation of RCC (Reinforced Concrete) piles with helical grooves under axial and lateral loads in cohesionless soil. A set of experiments is carried out to assess the performance of RCC piles with helical grooves. To replicate the experi...
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| Hlavní autoři: | , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Taylor & Francis Group
2024-12-01
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| Edice: | Cogent Engineering |
| Témata: | |
| On-line přístup: | https://www.tandfonline.com/doi/10.1080/23311916.2024.2326769 |
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