火花塞
岩土工程
渗透(战争)
堆
土壤水分
承载力
环境科学
工程类
地质学
土力学
穿透深度
有效应力
渗透试验
土壤科学
粘土
土工试验
领域(数学)
计算机模拟
土壤类型
临界状态土力学
方位(导航)
土壤分类
插件
作者
Shujin Zhou,Wangcheng Zhang,Martí Lloret‐Cabot,Ashraf S. Osman,M RANDOLPH
出处
期刊:Geotechnique
[ICE Publishing]
日期:2026-06-13
卷期号:76 (6): 819-834
标识
DOI:10.1680/jgeot.25.00594
摘要
The development of a soil plug is significant during the installation of open-ended piles, particularly those with high aspect ratios. Predicting the soil plug length, plug stress and penetration resistance presents challenges in practical applications. This paper investigates the entire evolution of the soil plug and its effects on the plug resistance of jacked open-ended piles in clay both numerically and analytically. Numerical analyses are undertaken with a large-deformation finite-element method to reveal the mechanisms behind the soil plug evolution. The degree of soil plugging is quantified by a mechanism-based approach with force equilibrium and adjusted bearing capacity theory, through which the incremental filling ratio and penetration resistance against installation depth can be estimated. The effectiveness of this framework has been confirmed through comparisons with field testing and numerical simulation. The method is straightforward to implement in practical applications.
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