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Design of Large-Scale Choked Destress Blasts in Mine PillarsUsing the Empirical Destressability Index Methodology

机译:矿山大型Cho孔卸压爆破设计。使用经验压力指数法

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Some of the major challenges associated with underground mining at depth and/or under high extractionratios are related to the resulting high stress levels, which can lead to the failure and collapse of the rockmass surrounding the excavations. Sudden and violent failures, which can have severe consequences,represent the highest degree of difficulty in terms of underground personnel exposure, erratic andunpredictable production, ground rehabilitation requirements, possible reserve losses and overall miningcosts.There are a number of proactive and reactive measures that can be implemented to alleviate and mitigatethe problems associated with mining under high stress in general, and with violent failure in particular.One proactive measure that is given increasingly more attention consists in large-scale choked (with nofree face) destress blasts aimed at altering the local stress regime by damaging the rock mass.This paper provides an update on a developed empirical methodology that has been successfully used toquantify the likelihood of success of large-scale choked destress blasts in underground mine pillars, forgiven sets of rock mass conditions and stress regime. This methodology is based on the “DestressabilityIndex”, which considers four geomechanical parameters (the stiffness, brittleness, in situ degree offracturing and proximity to static failure of the rock mass) and four blasting parameters (the orientationand width of the blast, unit explosive energy, and charge confinement), which were found to ultimatelycontrol the destressing process.The back-analysis of well-documented case studies, as well as the application of the “DestressabilityIndex” in the design of destress blasts have demonstrated the validity of this approach. It has beendemonstrated that it can indicate whether a given situation is conducive to being destressed by means of alarge-scale confined destress blast, and, if so, whether the blast design itself is appropriate to achieve thisgoal.
机译:与深度开采和/或高开采量地下开采有关的一些主要挑战 比率与产生的高应力水平有关,这可能导致岩石的破坏和坍塌 发掘周围的质量。突然的暴力失败,可能会造成严重后果, 代表了地下人员暴露,不稳定和不安全的最高难度 不可预测的生产,地面恢复要求,可能的储量损失和整体开采 费用。 可以采取许多积极和被动的措施来缓解和缓解 通常与在高应力下开采有关的问题,尤其是与暴力破坏有关的问题。 越来越受到关注的一项积极措施是大规模cho塞(无 (自由面)减压爆破旨在通过破坏岩体来改变局部应力状态。 本文提供了已开发的经验方法的更新,该方法已成功用于 量化地下矿柱中大规模cho塞减压爆破成功的可能性,从而 给定了一组岩体条件和应力状态。该方法基于“减压性 索引”,其中考虑了四个地质力学参数(刚度,脆性,原位 破裂和接近岩体的静态破坏)和四个爆破参数(方向 和爆炸的宽度,单位爆炸能量和装药限制),最终发现 控制减压过程。 对有据可查的案例研究进行反向分析,以及“减压性”的应用 爆破设计中的“指标”证明了这种方法的有效性。它一直 证明它可以表明给定情况是否有利于通过某种方式减轻压力 大型密闭减压爆破,如果是,则爆破设计本身是否适合实现此目的 目标。

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