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Numerical investigation of soil plugging inside open-ended piles with respect to the installation method
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.
Numerical investigation of soil plugging inside open-ended piles with respect to the installation method
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.
Numerical investigation of soil plugging inside open-ended piles with respect to the installation method
Henke, Sascha (author) / Grabe, Jürgen (author)
Acta Geotechnica ; 3 ; 215-223
2008-08-15
9 pages
Article (Journal)
Electronic Resource
English
Finite element method , Hypoplasticity , Large deformation analysis , Open-ended piles , Pile driving , Pile jacking , Pile penetration analysis , Soil plug , Vibratory pile driving Engineering , Geoengineering, Foundations, Hydraulics , Continuum Mechanics and Mechanics of Materials , Geotechnical Engineering & Applied Earth Sciences , Soil Science & Conservation , Soft and Granular Matter, Complex Fluids and Microfluidics , Structural Mechanics
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