Numerical investigation of soil plugging inside open-ended piles with respect to the installation method

IF 5.7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Acta Geotechnica Pub Date : 2008-08-15 DOI:10.1007/s11440-008-0079-7
Sascha Henke, Jürgen Grabe
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引用次数: 76

Abstract

The development of a soil plug inside an open-ended pile with respect to the installation method is examined using numerical simulations. In this paper, the penetration process of an open-ended tubular pile with diameter D = 61 cm into granular soil is investigated. The aim is to achieve a better understanding of the mechanisms of soil plugging inside open-ended piles with respect to the installation method. As an example, the horizontal stress distribution inside the tubular pile after installation shows significant increase depending on the installation method. The numerical results are compared to experimental data.

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基于安装方法的开放式桩内堵土数值研究
利用数值模拟研究了开口桩内土塞的发展与安装方法的关系。本文研究了直径D=61cm的开口管桩在颗粒土中的贯入过程。目的是更好地了解开口桩内部土壤堵塞的安装方法。例如,安装后管桩内部的水平应力分布随着安装方法的不同而显著增加。将数值结果与实验数据进行了比较。
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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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