Investigating the Failure Mechanism of Jointed Rock Slopes Based on Discrete Element Method

Table 10

The microparameters of engineering rock mass in the SRM model.

Microparameter	FJM					SJM
	Ec (GPa)	krat	μ	σb (MPa)	cb (MPa)	Φb (°)	sj_kn (N·m^−1)	sj_ks (N·m^−1)	sj_fric	sj_da (°)
Value	18	1.6	0.5	0.18	0.84	6	2.5 × 10^7	2.5 × 10^7	0.5	5