A new semi-numerical method for elastoplastic analysis of a circular tunnel excavated in a Hoek–Brown strain-softening rock mass considering the blast-induced damaged zone
Mohammad Reza Zareifard
Topics & Concepts
Rock mass classificationGeotechnical engineeringStiffnessGeologySofteningHoek–Brown failure criterionQuantum tunnellingSafety factorRock blastingStructural engineeringEngineeringMaterials scienceComposite materialOptoelectronicsRock Mechanics and ModelingGeotechnical Engineering and AnalysisGeotechnical Engineering and Underground Structures