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Stability analysis and optimization of excavation method of double-arch tunnel with an extra-large span based on numerical investigation

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Affiliation of Author(s):土建与水利学院

Journal:Frontiers of Structural and Civil Engineering

First Author:薛翊国

Document Code:B697C67D5D014CB097F1595A6575C112

Volume:15

Issue:1

Page Number:136

Number of Words:5

Translation or Not:no

Date of Publication:2021-02-01

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