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Influence of geologic structures on stress variation and the potential for rockbursting in mines with particular reference to the Lucky Friday Mine, Idaho.

机译:地质构造对矿山应力变化和岩爆潜力的影响,特别是爱达荷州的幸运星期五矿。

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摘要

A numerical modeling procedure is proposed for inferring in situ stress conditions in geologic structures from scattered measurements and numerical stress analyses. Stress analyses are used to estimate the pattern of in situ stress that is induced through a geologic structure for a number of residual, body, and boundary load sources. These patterns are then superposed in a manner that best fits the available stress measurements.; This approach is applied to the problem of evaluating the effect of stress variation on rockbursting in the Coeur d'Alène Mining District of northern Idaho. Deep mines in the district are seismically active and have suffered many damaging and dangerous rockbursts. These mines provided sites for four reliable stress determinations, as well as observations of breakouts in a number of bored raises (circular vertical openings) that indicated horizontal stress directions at these locations.; A simple in situ stress model has been constructed based on large-scale geologic features and overcore stress measurements. Statistical measures show that the resulting model provides a significantly better fit to the available data than previous efforts, all of which have postulated a linear relationship between stress and depth. This model accurately projected breakout orientations at locations far from the stress measurement sites, suggesting that the model is generally applicable to the region and not restricted to the stress measurement sites. Moreover, the model was generally consistent with behavior documented in site studies, indicating that the proposed markers for rockburst hazard are causal, not just coincident, indicators.; This analysis underlines the value of considering how in situ stress might vary through a geologic structure and demonstrates that residual stress can be a significant element of a stress model. Finally, the exercise demonstrates that the proposed method for developing a stress model provides practically useful information and that the resulting model can be generally applicable to geologically complex situations.
机译:提出了一种数值建模程序,用于通过分散测量和数值应力分析来推断地质结构中的原位应力条件。应力分析用于估计通过地质结构引起的大量残余,物体和边界载荷源的地应力模式。然后将这些模式以最适合可用应力测量的方式进行叠加。这种方法适用于评估爱达荷州北部Coeur d'Alène矿区应力变化对岩爆的影响的问题。该地区的深层矿山地震活跃,遭受了许多破坏性和危险性的岩爆。这些地雷为四个可靠的应力确定提供了场所,并观察了许多钻孔凸起(圆形垂直开口)中的破裂,这些凸起指示了这些位置处的水平应力方向。基于大规模地质特征和岩心应力测量,已经构建了一个简单的原位应力模型。统计测量结果表明,与以前的工作相比,所得到的模型对可用数据的拟合效果更好,所有这些工作都假设应力与深度之间存在线性关系。该模型准确地在远离应力测量位置的位置投影了破裂方向,这表明该模型通常适用于该区域,而不仅限于应力测量位置。此外,该模型通常与现场研究中记录的行为一致,表明拟议的岩爆危险标记是因果关系的指标,而不仅仅是一致的指标。该分析强调了考虑地质结构中地应力如何变化的价值,并表明残余应力可能是应力模型的重要元素。最后,练习证明了所提出的应力模型开发方法可提供实用信息,并且所得模型通常可适用于地质复杂的情况。

著录项

  • 作者

    Whyatt, Jeffrey Keith.;

  • 作者单位

    University of Minnesota.;

  • 授予单位 University of Minnesota.;
  • 学科 Engineering Civil.; Engineering Mining.; Geology.
  • 学位 Ph.D.
  • 年度 2000
  • 页码 203 p.
  • 总页数 203
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;矿业工程;地质学;
  • 关键词

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