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This paper addresses the prediction of behavior of foundations built on soil reinforced by columns using 2D & 3D numerical codes: Plaxis 2D , FLAC 3D. The assessment of numerical predictions by field data showed a fair agreement and compacted piles.
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This page is a summary of: Three-dimensional Lagrangian finite difference simulation for evaluating the performance, stress transfer mechanisms, and foundation design implications of sand compaction piles in soft soil conditions, Innovative Infrastructure Solutions, May 2026, Springer Science + Business Media,
DOI: 10.1007/s41062-026-02719-6.
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