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Prevention of Blast Induced Damage to Underground Mine Infrastructure from Open Pit Operations - A Case Study

机译:防止露天采矿作业爆炸对地下矿山基础设施造成的损害-案例研究

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Open pit blasting at Ernest Henry Mining has the potential to cause damage to nearby underground workings. This paper is a case study of the blast vibration management project that was conducted to ensure open pit blasting did not adversely affect the stability of upper production levels or cause damage to the underground primary fan units. The two upper levels of the underground mine surround the lower portion of the open pit mine. The remaining underground mine workings are directly below the open pit mine. This paper details the process developed to prevent open pit blasting causing excess vibration in the underground mine. Measurement of test blasts combined with historic blast monitoring data was used to determine site specific blast vibration parameters. Threshold vibration levels for blast-induced damage to underground drives and the fan chambers were developed from benchmarking and non-linear numerical modelling. A Monte Carlo simulation model was used to predict vibration levels in critical underground areas. Blasts predicted to exceed maximum vibration levels could then be redesigned to avoid damage. A scale distance law for determining peak particle velocity (PPV) from the distance and charge weight of blasts was developed. Underground observations were used to develop a site-specific relationship between PPV and ground support/rock mass damage. A Monte Carlo superposition prediction model was developed and compared to measured data to refine input parameters. Standards for redesigning open pit blasts in order to reduce blast vibrations whilst minimising impacts on productivity are described. Non-linear numerical modelling was used to establish the dynamic capacity of the fan chambers, and set a PPV of 250 mm/s as a threshold for damage. The numerical model captured the full dynamic behaviour of the fan chambers and installed support, including transient stresses, strains and induced damage, when subjected to a simulated open pit blast. This case study also outlines a procedure for monitoring and predicting blast vibrations at other mine sites where open pit blasting has the potential to impact on a nearby underground mine.
机译:欧内斯特·亨利矿业的露天炸药有可能损坏附近的地下矿井。本文是一个爆炸振动管理项目的案例研究,该项目旨在确保露天爆破不会对较高生产水平的稳定性产生不利影响或对地下主要风机造成损害。地下矿井的两个较高楼层围绕着露天矿井的下部。其余地下矿井的工作就在露天矿的正下方。本文详细介绍了为防止露天炸药引起地下矿井过度振动而开发的过程。测试爆破的测量与历史爆破监测数据的结合用于确定特定地点的爆破振动参数。爆炸引起的地下驱动器和风扇腔损坏的阈值振动水平是通过基准测试和非线性数值建模得出的。蒙特卡罗模拟模型用于预测关键地下区域的振动水平。然后可以重新设计预计超过最大振动水平的冲击波,以免造成损坏。提出了一种标度距离定律,用于根据爆炸的距离和装药重量确定峰值粒子速度(PPV)。地下观测用于建立PPV与地面支撑/岩体破坏之间的特定位置关系。开发了蒙特卡洛叠加预测模型,并将其与测量数据进行比较以完善输入参数。描述了重新设计露天矿爆破的标准,以减少爆破振动,同时最大程度地降低对生产率的影响。非线性数值建模用于建立风扇腔的动态容量,并将PPV设置为250 mm / s作为损坏阈值。数值模型捕获了模拟露天矿坑时风机腔室和安装支架的全部动态行为,包括瞬态应力,应变和诱发的损坏。该案例研究还概述了监视和预测露天矿爆破可能影响附近地下矿山的其他矿山爆破振动的程序。

著录项

  • 来源
    《Explo 2011》|2011年|p.161-174|共14页
  • 会议地点 Melbourne(AU)
  • 作者

    A Campbell; K Henley; C Lilley;

  • 作者单位

    Xstrata Copper, Ernest Henry Mining, Zingari Road, Cloncurry Qld 4824;

    Orica Mining Services, Level 1,29 Southgate Avenue, Cannon Hill Qld 4170;

    Beck Engineering, 9 Reid Drive, Chatswood West NSW 2067;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 爆破技术;
  • 关键词

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