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Mining_Methods_UnderGround_Mining - Mining and Blasting

Mining_Methods_UnderGround_Mining - Mining and Blasting

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longhole open stoping has contributed<br />

to a lower production cost, but the fill<br />

adds expense. However, because the<br />

method does not normally require pillars,<br />

no rock is sterilized when mining<br />

the secondary stopes. These savings<br />

offset the fill costs, <strong>and</strong> 800,000 t is<br />

added to the ore reserves.<br />

CMS surveys on the first two primary<br />

stopes in Bu 450 showed that<br />

drilling <strong>and</strong> blasting had followed the<br />

ore boundaries according to plan.<br />

Paste fill<br />

Hydraulic fill was introduced to Zinkgruvan<br />

in the early 1970s when the new<br />

mill was built, <strong>and</strong> was used successfully<br />

for many years. However, during<br />

the transition to sub-level open stoping,<br />

difficulties arose in sealing the open<br />

stopes when using hydraulic fill. The<br />

bulkheads could not be sealed against<br />

the cracked rock in the draw points, <strong>and</strong><br />

there was also seepage through cracked<br />

pillars. Because of the difficulties of<br />

managing the fill, certain stopes have<br />

not been filled, as the risk of fill collapsing<br />

is greater than the chances of<br />

a hanging wall collapsing in the open<br />

stopes.<br />

Alternatives that were studied included<br />

hydraulic fill, with cement for about<br />

50% solidity; paste fill, with cement for<br />

70-76% solidity; <strong>and</strong> high-density fill,<br />

with cement for greater than 76% solidity.<br />

Paste fill with cement was selected<br />

for longhole open stoping with primary<br />

<strong>and</strong> secondary stopes. Investments<br />

required in the paste plant, <strong>and</strong> for pipe<br />

installations underground, reached<br />

about 45 million SEK. Golder Paste<br />

Technology, together with Zinkgruvan<br />

personnel, h<strong>and</strong>led the design, construction<br />

<strong>and</strong> building.<br />

Stope design criteria<br />

The design of stope sizes was based on<br />

the developed levels in the Burkl<strong>and</strong><br />

ore. The paste fill is horizontally transported<br />

1.4 km in order to reach these<br />

stopes, so has to be pumpable. The fill<br />

also has to have a minimum strength<br />

of 0.35 Mpa, to h<strong>and</strong>le a free-st<strong>and</strong>ing<br />

height of 40 m.<br />

The uni-axial pressure test <strong>and</strong> pumpability<br />

test resulted in the specifications<br />

Rocket Boomer M2 C developing the sublevels.<br />

Paste fill specifications<br />

for paste fill in the two orebodies shown<br />

in the table above.<br />

zinkgruVan, Sweden<br />

Nygruvan Burkl<strong>and</strong><br />

Primary stope 4 % cement 6 % cement<br />

Secondary stope 1.5 % cement 2 % cement<br />

Slump 150-180 mm 200-250 mm<br />

Plan of stope extraction level.<br />

Ore shaft<br />

Ventilation<br />

P<br />

S<br />

Ore outline<br />

Waste shaft<br />

Paste fill is transported to the 350 m-<br />

level of the mine through two boreholes,<br />

underground mining methods 55<br />

Ramp<br />

P<br />

S<br />

P<br />

Ore drive<br />

S<br />

Transport drift<br />

P<br />

P=Primary<br />

S=Secondary<br />

S<br />

Footwall drive<br />

P

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