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Limit variation analysis of shallow rectangular tunnels collapsing with double-layer rock mass based on a three-dimensional failure mechanism

Crossref DOI link: https://doi.org/10.1007/s11771-019-4134-3

Published Online: 2019-08-02

Published Print: 2019-07

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

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