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Quantitatively assessing the pre-grouting effect on the stability of tunnels excavated in fault zones with discontinuity layout optimization: A case study

Crossref DOI link: https://doi.org/10.1007/s11709-019-0563-1

Published Online: 2019-10-21

Published Print: 2019-12

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

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