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Coupled Seepage–Stress Analysis of Selected Roller-Compacted Concrete Gravity Dam with Upstream Impervious Layer Considering the Seepage Behavior of Interface Thickness

Crossref DOI link: https://doi.org/10.1007/s40098-019-00376-4

Published Online: 2019-07-22

Published Print: 2020-08

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

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