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Effects of Soil and Superstructure Inertia on the Seismic Bearing Capacity of Shallow Foundations Under Eccentric Loading Using Finite Element Limit Analysis

Crossref DOI link: https://doi.org/10.1007/s40515-025-00692-8

Published Online: 2025-09-09

Published Print: 2025-10

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

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