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Assessment of Subsidence Mechanisms and Risk From the Waihi Underground Mine Workings, New Zealand

机译:新西兰威奇地下矿井矿床沉降机制及风险评估

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Underground mining of gold-silver bearing quartz lodes was carried out in the great mines at Martha Hill, Waihi over 70 years from 1882 until 1952. Shafts and stopes reached a total depth of 600 m on 16 levels, with workings extending laterally some 1.6 km, and as new reefs were discovered the workings extended beneath parts of the township. Over their long life the mines produced 1217 tonnes of gold-silver bullion from processing 12.2 million tonnes of mined ore. In the early-1980s drilling proved large reserves of gold and silver ore remaining in stock-work zones between the previously mined lodes. This led to a new era of mining at Waihi with the opening of the Martha Hill open pit in 1988. A series of three sink holes have formed above unfilled stopes of the Royal lode. In 1999 a sudden collapse crater 40 m in diameter occurred near an occupied part of Waihi, placing in danger several houses and a busy street. This crater formed close to a similar crater that occurred in 1961. The 1999 collapse resulted in subsurface invesligalions and risk assessmenl sludies being commissioned by Ihe local Hauraki Dislricl Council. However, a further 50 m diameter collapse crater in December 2001 formed in a residential area, swallowing and wrecking an occupied house, fortunately withoul injuring its five occupanls. Two other houses were perched on the crater rim. The 2001 collapse led to an acceleralion of the work being carried out by the Inslilule of Geological and Nuclear Sciences Ltd. (GNS) to identify the extent of the old underground workings at Waihi. For the risk assessment detailed rock mechanics analyses were made to consider the stability of the underground mine slopes, in terms of the stope back, hangingwall, footwall and crown pillar failure mechanisms, as well as void migration. The collapse crater areas were analysed using using several methods, including analysis to simulate the probability of void migration from unfilled stopes to the surface using the @Risk program. The analyses show that in the cases of the actual collapse craters, the voids have a high probability of migrating to the surface, thus providing a method of lesling the void migration modelling. Modelling analysis applied lo the remaining slopes of the old underground mines show there are further areas where void migration from unfilled slopes has a high, medium and low probability of reaching the surface as a collapse crater. The locations of these probabilistic hazard zones were oullined using the @Risk modelling and delerministically by using the dimensions of the historical collapses applied along the lenglh of the slopes. Consideration of the 'incubation period' (the lime interval belween the cessation of mining and the occurrence of collapse) and comparisons with mine subsidence histories overseas, indicates that further collapses are likely lo occur over the next 50 years. Risk assessmenl estimates made using property values and occupancy levels wilhin the three hazard zones, were compared with Societal and Individual Risk criteria. Results indicate that safety within the high and medium zones may be unacceptable.
机译:在玛莎山的伟大地雷地雷地雷地区,玛莎山的大型矿山,从1882年出发,在1952年的伟大地雷进行了地下挖掘。轴和止动率在16级达到600米的总深度,横向延伸约1.6公里并且在乡镇的乡间延伸的工作中发现了新珊瑚礁。在他们的漫长生活中,矿山生产了1217吨的金银和加工1220万吨的开采矿石。在20世纪80年代初期,钻探在先前开采租罗诗之间的库存工作区中储存大量的金银矿矿石。这导致了1988年在玛莎山露天坑开采的新时代。一系列三个槽孔形成了皇家洛德的未填充停止。 1999年,突然崩溃的崩溃火山口在Waihi占领的一部分附近发生了40米,占有几房屋和繁忙的街道。这种火山口靠近1961年发生的类似火山口。1999年的崩溃导致了地下血症升降阶,风险评估伙伴诽谤由IHE当地的Hauraki Dislicl委员会委托。然而,2001年12月在住宅区,吞咽和破坏了一个被占用的房子,幸运的是,幸运的是,进一步的50米直径的崩溃火山口,幸运地伤害了它的五个占据。另外两栋房屋栖息在火山口轮上。 2001年崩溃导致了地质和核科学公司(GNS)突出的工作的加速,以确定Waihi的旧地下运作的程度。对于风险评估,详细的岩石力学分析是考虑地下矿山斜坡的稳定性,就悬挂式倾斜,悬挂墙,脚壁和冠支柱故障机构以及空隙迁移。使用多种方法分析崩溃的火山口区域,包括使用@RISK程序模拟从未填充停止到表面的空隙迁移的概率。分析表明,在实际塌陷的陨石坑的情况下,空隙具有迁移到表面的高概率,从而提供一种抑制空隙迁移建模的方法。建模分析应用LO剩余地下矿井的剩余斜坡表明,在未填充的斜坡上有空隙迁移的进一步区域具有高度,中等,低概率,即将表面到达坍塌的火山口。这些概率危险区的位置通过使用沿着斜坡的LENGLH沿LENGLH施加的历史坍缩的尺寸来使用@RISK建模和加剧。对“潜伏期”(遭受挖掘和崩溃发生的石灰间隔的石灰间隔和崩溃的发生)以及与海外矿井沉降历史的比较表明,在未来50年内可能发生进一步的折叠。将使用财产价值和占用水平的风险评估估计与三个危险区的房产价值观和占用水平进行比较,与社会和个人风险标准进行比较。结果表明高中区域内的安全可能是不可接受的。

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