Energy Intensity and Uplift Load Resistance of Novel Hybrid Pile, Driven with Additional Compaction: Comparative Field Study

The article presents the results of an experimental study on driven reinforced concrete piles with hybrid shaft, which incorporates several wedge-shaped elements with inclined side faces. A technology for the installing of these piles, involving the addition of loose materials to enhance soil compac...

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Bibliographic Details
Main Authors: Yerlan Atenov, Isabai Bekbasarov, Nurzhan Shanshabayev
Format: Article
Language:English
Published: MDPI AG 2025-02-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/15/3/487