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首页> 外文期刊>Engineering & Mining Journal >Performance of Dynamic Support System in Highly Burst-prone Ground Conditions at Vale's Copper Cliff Mine: A Case Study
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Performance of Dynamic Support System in Highly Burst-prone Ground Conditions at Vale's Copper Cliff Mine: A Case Study

机译:维尔悬崖铜矿高动态地面条件下动态支撑系统的性能:一个案例研究

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摘要

The Copper Cliff underground nickel mine, owned and operated by Vale Canada Ltd., is located within the Copper Cliff Offset in the limits of the city of Greater Sudbury, Ontario, Canada, (Figure 1). The Copper Cliff Offset extends about 8 km south from the Sudbury Igneous Complex into the footwall rocks. Of all the major geological structures present at Copper Cliff mine, two structures are known to be seismically active: the 900 orebody cross fault, which strikes east-west and dips at about 55° north; and the Quartz Diabase Dyke (trap) located between the 100 and 900 ore-bodies striking east-west and dipping steeply north (Figure 2).
机译:铜崖地下镍矿由加拿大淡水河谷有限公司拥有并运营,位于加拿大安大略省大萨德伯里市边界的铜崖偏移量内(图1)。铜悬崖偏移从萨德伯里火成岩群向南延伸约8公里,进入下盘岩。在铜崖矿山存在的所有主要地质结构中,已知有两个具有地震活动性:900矿体断层,东西向走向,向北倾斜约55°。石英辉绿岩堤(陷阱)位于100至900个矿体之间,东西向撞击,向北陡峭倾斜(图2)。

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