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Hydro-mechanical numerical evaluation of rainfall-induced fully coupled groundwater flow, land deformation, and failure potential in a variably saturated heterogeneous hill slope with consideration of interlinked rainfall-infiltration-seepage processes

Crossref DOI link: https://doi.org/10.1007/s12665-024-11986-4

Published Online: 2025-02-20

Published Print: 2025-03

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

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