Strength and failure characteristics of jointed rock mass with double circular holes under uniaxial compression: Insights from discrete element method modelling - Lin, Qibin; Cao, Ping; Meng, Jingjing; Cao, Rihong; Zhao, Zhiye (Theoretical and applied fracture mechanics, 2020)
Keywords: Coalescing; Crack initiation; Crack propagation; DEM; Discrete element method; Double circular hole; Failure mode; Failure modes; Geoteknik; Jointed rock; Jointed rock mass; Mechanical properties; Modulus of elasticity; Rock masses; Soil Mechanics; Strength; Uniaxial compression; Failure mode; Uniaxial compression; Double circular hole; DEM; Strength; Jointed rock mass