IM 2016 June 2016 | Page 69
PASTE- GOLDER_proof 25/05/2016 11:14 Page 2
Paste Supplement
the 7 in slump paste produces a higher strength for a given binder content
(when comparing interpolated results) the data clearly shows that the
thickened tailings when combined with modest amounts of 90% BFS/10%
NPC binder does yield UCS values suitable for typical backfill strengths.
It is postulated that the higher than expected strengths obtained with CTT
are attributed to the high sedimentation rate of the TMM tailings. Blast
furnace slag is typically known to have a delayed onset of strength during
curing. During the first few days after placement, it is believed that TMM
tailings, which have a high settling rate, are continuing to consolidate from
the initial 73 wt% solids. The slow onset binder reaction would then allow
settling to continue after placement.
Advantages of CTT over paste
Figure 2: Comparison of tailings with 90% BFS/10% Normal Portland
Cement at a 7 in slump and 73 wt% solids
Summary
Similar to the ore that is processed, all tailings exhibit unique properties.
Understanding how the tailings react to different binder types and
challenging conventional thinking, can lead to unconventional, more
optimal backfilling strategies. The results illustrate that evaluating
different applicable binder blends should be an integral part of the backfill
test program. IM
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The advantages of CTT over paste are substantial:
1. Capital cost savings: The CTT backfill process does not require the
second stage of dewatering, a repulp stage, and also simplifies pumping/
piping requirements. By eliminating the second stage dewatering and
repulp stages, a substantial filtration and paste mixer circuit is removed
from the process. The lower density slurry produced from the CTT
process reduces pipeline friction losses, allowing for the same pumping
system to deliver CTT slurry to more distant underground locations.
2. Operating cost savings: For this specific case, CTT represents a 65%
reduction in power consumption, a 50% reduction in operations labour
costs, and a 69% reduction in projected maintenance costs consisting of
spare parts and maintenance personnel.
One potential down side to CTT compared to paste is the additional
water that is being transported underground. After placement of the CTT
much of this extra water will bleed off the material as expected, and
consideration will have to be made for dealing with this water within the
stope, and within the mine. Additional drainage features may be required
within the stope in order to divert the bleed water to a mine sump.