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Ch. 10: The Essential Combination

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310 THE DIAMOND MINES OF SOUTH AFRICA
mines. At the end of the year 1885, although the need of amalgamation of claims was obvious and imperative, there were still, as has been noted, ninety-eight separate holdings in the four mines. Prior to the consolidation of the holdings in De Beers and Kimberley mines, the underground workings were prosecuted with the general design of withstanding pressure and sliding of the reef by leaving sufficient solid blue ground, in the form of " floors " or " roofs," between the series of levels, sup­ported by buttresses and pillars of blue ground. Costly experi­ence by frequent collapses of the roofs and crushing of the pillars
proved that the levels were too near one another, and that gal­leries driven full size from the offsets were difficult to maintain and unsafe for the workmen.
The heavy expense of sinking vertical shafts and driving tunnels through the hard rock surrounding the mine had led to the adoption of inclined shafts in order to reach the blue ground more quickly ; but, for several reasons, these inclines were not adapted for the prosecution of deep underground works. The chief defects may be briefly summarized. They were difficult to maintain, as they were sunk obliquely through the horizontal strata of the shale, which frequently gave way and crushed the shaft timbers. Secondly, being inclined to the horizon (De Beers 560, and Kimberley Standard Shaft 320) and situated not far from the margins of the mines, they soon reached blue ground,
Ch. 10: The Essential Combination Page of 449 Ch. 10: The Essential Combination
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