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Study of Blast-Induced Damage in Rock with Potential Application to Open Pit and Underground Mines.

机译:爆炸对岩石造成的损害的研究及其在露天矿和地下矿山中的潜在应用。

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摘要

A method to estimate blast-induced damage in rock considering both stress waves and gas expansion phases is presented. The method was developed by assuming a strong correlation between blast-induced damage and stress wave amplitudes, and also by adapting a 2D numerical method to estimate damage in a 3D real case. The numerical method is used to determine stress wave damage and provides an indication of zones prone to suffer greater damage by gas expansion. The specific steps carried out in this study are: i) extensive blast monitoring in hard rock at surface and underground test sites; ii) analysis of seismic waveforms in terms of amplitude and frequency and their azimuthal distribution with respect to borehole axis, iii) measurement of blast-induced damage from single-hole blasts; iv) assessment and implementation of method to utilize 2D numerical model to predict blast damage in 3D situation; v) use of experimental and numerical results to estimate relative contribution of stress waves and gas penetration to damage, and vi) monitoring and modeling of full-scale production blasts to apply developed method to estimate blast-induced damage from stress waves.;The main findings in this study are: i) both P and S-waves are generated and show comparable amplitudes by blasting in boreholes; ii) amplitude and frequency of seismic waves are strongly dependent on initiation mode and direction of propagation of explosive reaction in borehole; iii) in-situ measurements indicate strongly non-symmetrical damage dependent on confinement conditions and initiation mode, and existing rock structure, and iv) gas penetration seems to be mainly responsible for damage (significant damage extension 2-4 borehole diameters from stress waves; > 22 from gas expansion). The method has the potential for application in regular production blasts for control of over-breaks and dilution in operating mines. The main areas proposed for future work are: i) verification of seismic velocity changes in rock by blast-induced damage from controlled experiments; ii) incorporation of gas expansion phase into numerical models; iii) use of 3D numerical model and verification of crack distribution prediction; iv) further studies on strain rate dependency of material strength parameters, and v) accurate measurements of in-hole pressure function considering various confinement conditions.
机译:提出了一种既考虑应力波又考虑气体膨胀相的爆炸冲击力估算方法。该方法是通过假设爆炸引起的损伤与应力波幅度之间具有很强的相关性,并且还通过采用2D数值方法来估计3D实际情况下的损伤而开发的。数值方法用于确定应力波破坏,并提供气体膨胀容易造成更大破坏的区域的指示。在这项研究中进行的具体步骤是:i)在地面和地下测试地点的硬岩中进行广泛的爆炸监测; ii)根据振幅和频率及其相对于井眼轴线的方位角分布分析地震波形,iii)测量由单孔爆破引起的爆炸造成的破坏; iv)评估和实施利用2D数值模型预测3D情况下爆炸破坏的方法; v)使用实验和数值结果来估计应力波和气体渗透对破坏的相对贡献,以及vi)全面生产爆破的监视和建模,以应用已开发的方法来估计应力波对爆炸造成的破坏。这项研究的发现是:i)产生P波和S波,并通过钻孔爆破显示出相当的振幅; ii)地震波的振幅和频率在很大程度上取决于爆炸反应在井眼中的引发方式和传播方向; iii)现场测量表明,强烈的非对称破坏取决于约束条件和起爆模式以及现有的岩石结构,并且iv)气体渗透似乎是造成破坏的主要原因(应力波造成的2-4倍直径的明显破坏扩展); > 22(来自气体膨胀)。该方法有可能用于常规生产的爆炸中,以控制矿井中的突冲和稀释。提议用于未来工作的主要领域是:i)通过受控实验对爆炸引起的破坏中的岩石地震速度变化进行验证; ii)将气体膨胀相纳入数值模型; iii)使用3D数值模型并验证裂纹分布预测; iv)进一步研究材料强度参数对应变率的依赖性,v)考虑各种限制条件对井内压力函数进行精确测量。

著录项

  • 作者单位

    University of Toronto (Canada).;

  • 授予单位 University of Toronto (Canada).;
  • 学科 Engineering Civil.;Engineering Mining.
  • 学位 Ph.D.
  • 年度 2012
  • 页码 222 p.
  • 总页数 222
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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