Numerical Study on Zonal Disintegration of Deep Rock Mass Using Three-Dimensional Bonded Block Model

Table 3

Stress conditions applied to the numerical model.

	(MPa)	(MPa)	(MPa)
Stress condition A	12	60	12
Stress condition B	15	60	15
Stress condition C	30	60	30
Stress condition D	60	60	60