Influence of the Internal Friction Resistance on the Vertical Compressive Bearing Capacity of Large-Diameter Steel Pipe Piles

Current calculation methods for the vertical bearing capacity of steel pipe piles are predominantly designed for smaller diameters and do not account for the soil inside the pile. This necessitates an evaluation of their applicability to piles with diameters exceeding 2.0 m. This study aims to refin...

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Bibliographic Details
Main Authors: Jiaqing Shu, Xiaoqing Gu, Tengfei Wang, Xiaojuan Li, Mingxing Zhu
Format: Article
Language:English
Published: MDPI AG 2024-10-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/14/11/3481
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