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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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Bibliografiske detaljer
Principais autores: Arun Kumar Y. M., Kiran K. Shetty, A. Krishnamoorthy
Format: Artigo
Sprog:Inglês
Udgivet: Taylor & Francis Group 2024-12-01
Serier:Cogent Engineering
Fag:
Online adgang:https://www.tandfonline.com/doi/10.1080/23311916.2024.2326769
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