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Mine depth and excavation of the underlying stope below the sill mat (horizontal pillar) are both taken into consideration.
In general, the stresses also increase with mine depth and backfill stiffness, while these tend to decrease with an increase in the surrounding rock mass stiffness.
However, most available solutions to stress analyses were developed for an isolated stope, without taking into account the influence of mine depth, or of adjacent stopes.
Due to changes in geographical locations (e.g., warm to permafrost regions), underground mine depth, rock mass conditions and seasonal changes, the prepared fresh CPB may have different initial temperatures (Célestin and Fall 2009; Nasir and Fall 2010).
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With chloride levels exceeding 150,000 mg/l, suspended solids and drill cuttings at 3 – 7%, and mine depths of 1,200 m, Australian mines would be the ideal proving ground for new type of helicol rotor pump.
For example, the rockburst in Kuangou Coal Mine in China in October 8, 2010 (at mining depth of 317 m) resulted in many casualties.
As highlighted in Fig. 9, the average mining depth of panel 1112 (1) in the Zhuji Mine was 960 m.
They came in all sizes, shapes, and yields: nuclear warheads, bombs, land mines, depth charges, artillery shells, even small nuclear projectiles that could be fired from a recoilless rifle.
87.6 87 aH is the mining depth.
The maximum mining depth was around 900 m.
The increasing mining depth directly causes larger in situ stresses.
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