Modelling the hydro-mechanical behaviour of high-pressure tunnel with emphasis on the interaction between lining and rock mass
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference44 articles.
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3. Seepage stability analysis of a deep-buried tunnel in fractured rocks based on a non-Darcy hydro-mechanical coupled method;Tunnelling and Underground Space Technology;2023-12
4. A quantitative analysis procedure for solving safety factor of tunnel preliminary support considering the equivalence between Hoek–Brown and Mohr–Coulomb criteria;Soils and Foundations;2023-08
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