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Determination of Coal Pillar Strength Based on In Situ Testing Method - Case Studies of Successful Pillar Performance

机译:基于原位测试方法的煤柱强度确定-成功柱性能案例研究

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In spite of extensive research and accumulated experience from mining operations, appropriate coal strength values for pillar design remain debatable. Coal strengths determined in the laboratory on standardized samples vary widely among various coal seams with poor repeatability. Penetrometric in situ strength testing obtains multiple measurements at multiple horizons within the coal seam to provide a strength profile. Alliance Coal has used that method in many of its mines for pillar design. Pillars in these mines perform well. This paper presents a series of case studies and discussion of issues related to coal pillar design. The analysis demonstrates that the proposed default in situ strength of 900 psi is appropriate when no other data exist. However, in the case of appropriate strength measurements combined with analysis of pillar structural composition, differing values can be used successfully. In areas where the penetrometric derived in situ strength is greater than the standard 900 psi in situ strength, reserve recovery has been optimized as required by law without compromising safety.
机译:尽管进行了广泛的研究并从采矿作业中积累了经验,但用于立柱设计的适当煤强度值仍有待商bat。在实验室中根据标准化样品确定的煤强度在各种煤层之间差异很大,但可重复性很差。岩石强度法原位强度测试在煤层内的多个层位获得了多个测量值,以提供强度分布图。 Alliance Coal已在其许多矿山中采用了该方法进行立柱设计。这些矿山的支柱表现良好。本文提出了一系列案例研究,并讨论了与煤柱设计有关的问题。分析表明,在没有其他数据的情况下,建议的默认原位强度为900 psi是合适的。但是,在适当的强度测量与支柱结构组成分析相结合的情况下,可以成功使用不同的值。在渗透计得出的原位强度大于标准的900 psi原位强度的地区,储层采收率已根据法律要求进行了优化,而不会影响安全性。

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