Page 417 - Rock Mechanics For Underground Mining
P. 417
STOPE-AND-PILLAR DESIGN IN IRREGULAR OREBODIES
Figure 13.27 (a) Modes of rock
damage and failure in terms of damage
mechanics thresholds, in normalised
1 − 3 space; (b) modes of rock mass
response at the Brunswick Mine (after
Diederichs et al., 2002).
399
