Institut za rudarstvo i metalurgiju Bor

Stability calculation of the internal dump
“Kutlovaca” was made by the methods:
Morgenstern - Price, Bishop and Janbu.
The position of sliding planes was selected
by the Grid and Radius tools, which
defines the potential sliding planes by their
center and skating radius - Figure 4.
Figures 5-7 show the sliding planes
and calculation results of critical profile
stability the internal dump “Kutlovaca” by
the methods Morgenstern - Price, Bishop
and Janbu for pore water coefficient of
waterproof material Ru = 0.
Table 2 and Figure 8 show the results
of stability calculation the internal dump
“Kutlovaca” per critical profile for the
coefficient value of pore water Ru from
0.0 to 0.5.
Figure 4. Calculation of stability in the software GeoStudio 2007 SLOPE / W
by the Grid and Radius tools
Figure 5. View of sliding plane and stability coefficient by the method of
Morgenstern - Price in the software GeoStudio 2007 SLOPE / W by the
Grid and Radius tools
No 1,2010. 78
MINING ENGINEERING