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An Assessment of Unpredictability in the Design of Hydraulic Fractures for Stress Amelioration Around Underground Excavations.

机译:对地下基坑周围应力改善的水力压裂设计中不可预测性的评估。

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摘要

In underground mining operations, stress-induced hazards such as rock bursts are more likely to occur as mining continues. In cave mining operations, stress concentrations can form around underground openings due to the redistribution of the in situ stress.;Destress blasting is a common method for reducing rockbursts. Recently, hydraulic fracturing has been investigated as an alternative method for stress amelioration in underground mines, for it may provide more control of fracture geometry than blasting; however, the unpredictability in the HF governing parameters must be properly characterized and incorporated into the design and analysis of fracture arrays.;Typically, in the early stages of design, parameter uncertainty is generally epistemic, and the appropriate uncertainty model should be applied. The use of deterministic estimates neglects any parameter uncertainty. It is only when additional data are obtained and the parameters are characterized more precisely that more complex methods of analysis can be applied.
机译:在地下采矿作业中,随着采矿的进行,更有可能发生应力诱发的危险,例如岩石破裂。在洞穴开采作业中,由于原位应力的重新分布,应力集中会在地下洞口附近形成。爆破是减少岩爆的一种常用方法。最近,水力压裂已被研究作为缓解地下矿井应力的另一种方法,因为与爆破相比,它可以提供更多的裂缝几何形状控制。但是,HF控制参数的不可预测性必须适当地加以表征,并纳入裂缝阵列的设计和分析中。通常,在设计的早期阶段,参数不确定性通常是认知的,应采用适当的不确定性模型。确定性估计的使用忽略了任何参数不确定性。只有在获得更多数据并且参数更精确地表征后,才能应用更复杂的分析方法。

著录项

  • 作者

    Gambino, Gregory Frank.;

  • 作者单位

    University of Toronto (Canada).;

  • 授予单位 University of Toronto (Canada).;
  • 学科 Geological engineering.;Civil engineering.;Mining engineering.
  • 学位 M.A.S.
  • 年度 2014
  • 页码 103 p.
  • 总页数 103
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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