Using Continuum-Discontinuum Element Method to Model the Foliation-Affected Fracturing in Rock Brazilian Test

Table 1

Numerical parameters in the simulation of Brazilian test.

	Density (kg/m^3)	Elastic modulus (GPa)	Poisson’s ratio	Tensile strength (MPa)	Cohesion (MPa)
Bearing plate	7850	200	0.25	—	—
Rock matrix	2800	30	0.25	6	6
Foliation	2519	24	0.25	2.1	2.16