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Local buckling characteristic of hollow π-type steel-concrete composite support in hilly-gully region of loess tunnel

Geotechnical EngineeringHilly-gully RegionUnderground InfrastructureEngineeringFoundation EngineeringCivil EngineeringMechanical EngineeringTunnelingGeomechanicsUnderground ConstructionEngineering GeologyLoess TunnelStructural Engineering