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

Table 1

Range of dominant orientations.

ID	A	B	C	D
Dip direction (°)	40–70	100–170	210–240	280–340
Dip angle (°)	13–75	19–86	25–77	19–69
Number	56	78	61	53