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Practical Management of Progressive Large Failures at Minerals and Metals Group Century Mine

机译:矿产和金属集团世纪矿山进行性大事故的实际管理

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摘要

Minerals and Metals Group (MMG) Century mine (Century) is a large open-cut mine in northwest Queensland approximately 2.5 km long, 1.5 km wide and 240 m deep, with an ultimate pit depth of 320 m. In 2009, the mine experienced three failures which began as small failures, and progressively developed into significant multi-batter failures. The incidents were managed by a combination of analysis, redesign and practical management to achieve positive outcomes for the mine. On the south wall of the mine, a series of batter-scale wedge failures occurred in December 2007. Analysis of structure orientations and design changes aimed to minimise the risk of failure extending over multiple batters, while accepting a risk of further small-scale failures. Design changes were constrained by a culturally sensitive area (CSA) located south of the wall. As mining progressed, shallow wedge failures developed over multiple batters and cracks were observed 60m back from the pit crest, indicating that a large-scale wedge failure was developing. Movement increased in January 2009 as a result of significant rainfall. After considering several design options, the area was stabilised by a cut-back of the wall. Two multi-batter failures also occurred on the north wall as mining progressed through a structurally complex area. Both north wall failures began as small failures that progressively developed, and required a redesign of the wall below as well as practical management of safety aspects. The complex structural geology was difficult to predict ahead of mining, and required geotechnical input into design changes as mining progressed. All three failures potentially had significant impact for ore recovery, and were managed by a combination of analysis, redesign and operational management have resulted to achieve positive outcomes in a challenging mining environment.
机译:矿产和金属集团(MMG)世纪矿山(Century)是昆士兰州西北部的大型露天矿,长约2.5 km,宽1.5 km,深240 m,最终矿坑深度为320 m。 2009年,该矿经历了三起故障,从小故障开始,逐渐发展为重大的多电池故障。通过分析,重新设计和实际管理相结合的方式对事件进行管理,以实现矿场的积极成果。在矿山的南墙上,2007年12月发生了一系列连击破坏型楔形破坏。分析结构定向和设计变更的目的是最大程度地降低跨多个连击破坏的风险,同时接受进一步小规模破坏的风险。设计变更受到位于墙以南的文化敏感区(CSA)的限制。随着开采的进行,在多个击球面上都出现了浅楔形破坏,并且在距矿坑顶60m处观察到了裂缝,这表明正在发生大规模的楔形破坏。由于大量降雨,2009年1月的运动增加了。在考虑了几种设计方案之后,该区域通过墙体的缩减得以稳定。随着采矿在结构复杂区域的进展,北壁也发生了两次多电池故障。两次北墙故障都是从逐渐发展的小故障开始的,需要重新设计下面的墙并进行安全方面的实际管理。复杂的构造地质很难在开采之前进行预测,并且随着开采的进行,需要将岩土技术投入设计变更中。所有这三个失败都可能对矿石回收产生重大影响,并且通过分析,重新设计和运营管理相结合进行管理,从而在充满挑战的采矿环境中取得了积极的成果。

著录项

  • 来源
  • 会议地点 Perth(AU)
  • 作者单位

    Senior Geotechnical Engineer, 4/84 Mitchell Street, North Ward Qld 4810;

    Principal Geotechnical Engineer, Mining One Pty Ltd, Level 2,455 Bourke Street, Melbourne Vic 3000;

    Mining One Pty Ltd, Level 2,455 Bourke Street, Melbourne Vic 3000;

    Minerals and Metals Group Century, PO Box 8016, Garbutt BC Qld 4814;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 矿山开采;
  • 关键词

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