234 Rock mechanics interactions and rock engineering systems (RES!
Damaged caused
by blasting
and stress
41 concentrations
Y U
a Sink
Design of opening!
to allow for in situ
"
I Drainage during
Construction
Figure 14.11 Rock mechanics-rock engineering interaction matrix.
variation of discontinuity frequency for a sampling line passing through
one, two and three sets of mutually perpendicular discontinuities in
Fig. 7.11. Along the leading diagonal of the three-dimensional loci in the
figure are illustrated the individual variations for each set; the binary
combinations for of any two sets are shown in the off-diagonal terms. This
matrix is symmetrical because the frequencies are added for each set-a
process which is commutative. However, it is only when adding the three
sets, as shown at the bottom of the figure, that we obtain the full three-
dimensional locus.
0
0
1-
I$
Rock 'basic mechanics science' I2 I I 00.
component I 2
;q
!m 3'
1
engineering
Figure 14.12 Architecture of the rock mechanics-rock engineering matrix
illustrated in Fig. 14.11.