Investigation of Mechanical Characterization of Transversely Isotropic Rock Mass Based on Rigid Block Discrete Element Method

Table 1

Numerical simulation parameters for jointed rock masses.

Composition	Effective modulus (GPa)	Tensile strength (GPa)	Cohesion; (GPa)	Friction angle; (°)
Rock	160	12	12	40
Joint	50	6.4	6.4	30