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A computational method for tunnel energy evolution in strain-softening rock mass during excavation unloading based on triaxial stress paths

Geotechnical EngineeringEngineeringGeotechnical ProblemMechanical EngineeringCivil EngineeringTunnelingTriaxial Stress PathsGeomechanicsStrain-softening Rock MassRock BurstUnderground ConstructionTunnel Energy EvolutionMechanics Of Materials