Shrinkage
stope is a generic term used in mining to portray the process
of mining upwards from a lower to an elevated horizon, leaving
broken rock in the excavation created. The broken rock acts as
a working platform and assists to stabilize the excavation by
supporting the walls.
The
method may be used for ore mining in shrinkage stopes, for rising,
and for underground construction projects where excavations of
considerable vertical height may be needed, like ore and waste
bins, crusher rooms, penstocks and tailrace tunnels.
As
blasted rock takes up more volume than rock in situe, some of
the broken material must be removed on a periodic manner, to maintain
the requisite relationship among the back (or roof) of the excavation,
and the level of the broken material in the excavation. This is
attained by drawing the blasted material through draw points on
the lower level, which is constructed prior to shrinkage starts.
Access to the space among the broken material and the back of
the excavation ought to be maintained for access of men and materials,
and for ventilation. This type of access is usually provided by
previously installed raises, normally equipped with ladder ways.
When
correctly planned and executed, shrinkage mining is a very effectual
technique for ore mining and underground construction. It is used
where the hanging and footwalls of the excavation are strong sufficient
to be self supporting, although artificial support like rock and
cable bolts might be installed as shrinkage progresses. Where
the technique is used for ore mining, careful planning and scheduling
are requisite to ensure consistency of ore grade and manufacture
tonnage.
Shrinkage
stoping is used in precipitously dipping, relatively narrow ore
bodies with normal boundaries. Ore and waste should be sturdy,
and the ore must not be affected by storage in the stope.
From
30 to 40% of the broken ore is taken from the bottom of the stope,
and the ore in the slice is blasted down, restoring the volume
withdrawn. The miners then reenter the stope and work off the
recently blasted ore.
Shrinkage
stoping is rather hard to mechanize; in addition, an important
period may elapse amid the commencements of mining in the stope
and the last withdrawal of all the broken ore.
Shrinkage
stoping is a bendy mining method for tapered ore bodies that require
no backfill during stoping. Consecutive horizontal slices of ore,
normally roughly about 3 meters (10 feet) high, are taken along
the length of a stope, in a manner similar to cut-and-fill. The
ore is taken out from the stope throughout draw points at the
underneath horizon spaced about every 7.5 meters (25 feet) along
strike. Just adequate ore is left in the place to give a floor
from which to work when taking the next cut. This needs considerable
planning and coordination.
When
the ore is blazed, it fills a space about 1.5 times the size of
the space it filled as a hard mass. This is known as swell and
is a vital factor in determining how much ore to draw from the
bottom of the stope in order to maintain adequate working room.
The broken ore is drawn down from chutes underneath, therefore
"shrinking" the volume of broken ore in the stope.
The
procedure is continued upward until the stope either reaches the
next level or is stopped at some predetermined elevation. Horizontal
crown pillars are left at the back at the top of the stope.
Shrinkage
stoping relies on gravity to keep the broken ore moving to the
draw points, so it works only in precipitously-dipping ore bodies.
There is no provision for hold up, so the wall rocks must be strong
and capable. The ore body ought to also be wide adequate to permit
a working width all the way up the stope, normally no fewer than
two meters.