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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

Crossref DOI link: https://doi.org/10.1007/s41062-026-02719-6

Published Online: 2026-05-20

Published Print: 2026-06

Update policy: https://doi.org/10.1007/springer_crossmark_policy

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