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A new large strain approach for predicting tunnel deformation in strain-softening rock mass based on the generalized Zhang-Zhu strength criterion

Geotechnical EngineeringEngineeringStrain LocalizationCivil EngineeringMechanical EngineeringTunnelingGeomechanicsTunnel DeformationStrain-softening Rock MassSolid MechanicsUnderground ConstructionMechanical DeformationMechanics Of MaterialsZhang-zhu Strength Criterion