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Advanced Analysis of Damaging Seismic Events in Mines - A Case Study

机译:矿山损坏地震事件的高级分析 - 以案例研究

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Damaging seismic events in mines can have a significant impact on safety and production, therefore it is important to understand these events to help prevent or mitigate the effect in future. Seismicity is caused by changing stress conditions in the local volume of rock. Studying the temporal evolution of seismicity allows us to study the evolving stress state in the volume of interest. In this case study, we investigate these trends before and after a damaging event in a pillar at Carola Mine, Chile. The temporal changes in the stress state are examined through the use of time histories of seismic parameters such and Energy Index (EI) and through the evolution of the moment tensors of the events. The time history of EI, a proxy for seismic stress, shows the stress in a volume around the pillar shortly before the large event is high. EI then decreases rapidly, specifically in the pillar, before stabilizing after the large event. Moment tensor analysis of the events in two pillars show how the P-axes, a proxy for sigma 1, point through different sections of the pillars as the seismicity in the pillars progress. This suggests partial pillar failure which is also supported by the analysis of EI in time and space. By studying the seismicity in these pillars, rich information about the changing stress conditions was obtained. This gives useful information about the support capability of the pillars which can be used for future planning and support design.
机译:矿井中的破坏性地震事件可能对安全和生产产生重大影响,因此了解这些事件有助于防止或减轻未来的影响。地震性是由岩石中局部体积中的应力条件改变而引起的。研究地震性的时间演变使我们能够研究感兴趣的体积中的不断的应力状态。在这种情况下,我们在CarolaIne,智利的柱子前后调查这些趋势。通过使用地震参数(EI)的时间历史和通过事件的瞬间张量的演变来检查应力状态的时间变化。 EI的时间历史,抗震应力的代理,显示出在大事件高之前柱周围的柱子周围的压力。然后ei在大事发生后稳定之前迅速减少,特别是在柱子中。片刻张量分析了两个支柱中的事件,展示了P轴,Sigma 1的代理,通过柱的不同部分作为柱子的地震性进展。这表明部分柱的故障,也通过时间和空间分析了EI的支持。通过研究这些支柱中的地震性,获得了有关变化应力条件的丰富信息。这提供了有关柱子的支持能力的有用信息,可用于将来规划和支持设计。

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