Abstract
This paper presents a distinct element method study on the installation effects of rigid driven open-ended piles subjected to force-control. A two-dimensional model of granular assembly is developed using the particle flow code. The model is generated under high gravity to simulate a deep foundation. The soil plugs of three types of open-ended piles were analysed, and the lateral stresses of different depths were shown.
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Duan, N., Cheng, Y.P., Liu, J.W., Yu, F. (2018). DEM Analysis of Jacked Open-Ended Pile. In: Giovine, P., Mariano, P., Mortara, G. (eds) Micro to MACRO Mathematical Modelling in Soil Mechanics. Trends in Mathematics. Birkhäuser, Cham. https://doi.org/10.1007/978-3-319-99474-1_12
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DOI: https://doi.org/10.1007/978-3-319-99474-1_12
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