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Pressure in Sandy Soil Resulting from Connected and Disconnected Piled-Raft Foundations with Geosynthetics Reinforced Cushion Under Seismic Loading

Crossref DOI link: https://doi.org/10.1007/s40891-025-00684-1

Published Online: 2025-12-26

Published Print: 2026-02

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

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