ROCK MECHANICS
0
i
1000
2000 Ground Surface
\
\
\
\
‘I \ I
3000
:ritical
lepth +
4000
6000
7000
\
\
\
8000 d
\
\
,
i
9000 7
\
\
10.000
2000 4000 6000 8000 10,000 12,000
Stress (psi)
Figure B-2-Critical depth for horizontal hydraulic fractures as calculated for Example B-4.
B-5