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Geotechnical studies of retreat pillar coal mining at shallow depth.

机译:浅埋深后退煤开采的岩土工程研究。

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摘要

This thesis presents the results of research into geotechnical aspects of retreat pillar coal mining at shallow depth (less than 100m). The fieldwork component was carried out over a four-year period at the Quinsam Coal Mine. The geotechnical aspects investigated were excavation stability, excavation support, pillar design, gob cave prediction, and subsidence. These were all considered critical aspects of safe and cost effective mining.; Geotechnical design at the Quinsam Coal Mine was initially carried out using existing design tools. For the most part these tools were developed at moderate to deep depth mines (greater than 100m). The suitability of these tools at shallow depth mines was previously not known; as such the primary objectives of this research were: (1) to determine if the existing geotechnical design tools were applicable at shallow depth, (2) to develop new design methods where the existing tools were found to not be suitable, (3) to improve safety, productivity and costs at shallow depth retreat pillar coal mines.; Suitable existing tools were found for design of ground support, pillar size, excavation size, and gob cave prediction. Existing tools were not found to be suitable for prediction of caving and surface subsidence. The cave height at shallow depth was determined to extend much higher than predicted by existing methods. The extent of the ground surface affected by subsidence was determined to be much less than that predicted by existing methods. New tools for predicting caving and subsidence have been developed based on measurements at the Quinsam Coal Mine supplemented with numerical modelling. The distinct response of the rock mass to mining at shallow depth is attributed to the magnitude and orientation of the induced stresses. At shallow depth low compressive and tensile stresses are more likely to occur, and more likely to extend for a greater distance into the rock mass above the excavation.; Although this work is based on studies carried out at the Quinsam Coal Mine it is believed that the findings can be applied to other shallow depth coal mines in similar geological environments. Since adopting many of the recommendations and design procedures developed through this work, the Quinsam Coal Mine has achieved significant improvements in safety, productivity, and costs.
机译:本文介绍了浅埋深(小于100m)后退煤开采的岩土工程方面的研究成果。现场工作部分在Quinsam煤矿进行了四年的时间。所研究的岩土方面是开挖稳定性,开挖支护,立柱设计,采空区洞穴预测和沉降。这些都被认为是安全和具有成本效益的采矿的关键方面。 Quinsam煤矿的岩土工程设计最初是使用现有设计工具进行的。在大多数情况下,这些工具是在中深度至深处(大于100m)开发的。这些工具在浅深度矿井中的适用性以前未知。因此,这项研究的主要目标是:(1)确定现有岩土设计工具是否适用于浅层深度;(2)在发现现有工具不合适的情况下开发新的设计方法;(3)提高浅埋深撤退支柱煤矿的安全性,生产率和成本。找到合适的现有工具来设计地面支架,支柱尺寸,开挖尺寸和料滴预测。发现现有工具不适合预测崩落和地面沉降。确定浅层洞穴的高度比现有方法预测的要高得多。确定地面受沉降影响的程度要比现有方法预测的要小得多。基于在Quinsam煤矿进行的测量并补充了数值建模,已经开发出了用于预测崩落和沉降的新工具。岩体对浅层采矿的独特响应归因于感应应力的大小和方向。在较浅的深度,低压缩应力和拉应力更可能发生,并且更可能延伸到开挖上方的岩体中更大的距离。尽管这项工作是基于Quinsam煤矿进行的研究,但据信该发现可应用于相似地质环境中的其他浅层煤矿。自从采纳了通过这项工作制定的许多建议和设计程序以来,昆萨姆煤矿在安全性,生产率和成本方面均取得了显着改善。

著录项

  • 作者

    Cullen, Michael.;

  • 作者单位

    The University of British Columbia (Canada).;

  • 授予单位 The University of British Columbia (Canada).;
  • 学科 Engineering Mining.
  • 学位 Ph.D.
  • 年度 2002
  • 页码 276 p.
  • 总页数 276
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 矿业工程;
  • 关键词

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