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Vibration monitoring and blast damage assessment in underground metal mines

机译:地下金属矿山的振动监测和爆炸破坏评估

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摘要

With the introduction of large diameter deep hole blasting in underground metal mines in India for extraction of ores, there was a serious concern for safety and stability of underground structures. This paper deals with vibration monitoring and damage assessment in five different metal mines. The damage was assessed by visual observation and the rock mass conditions were evaluated through RMR values. Attempts were made to correlate the extent of damage with peak particle velocity (PPV). Using the data generated, a generalised predictor equation was derived for prediction of ground vibration in other mines. The analysis of the field data indicates that vibrations produced by large and small blasts in a mine can be grouped together to derive a predictor equation for the same mine. The degree of damage to the rock mass vis-a-vis supports requirement depends on the intensity of ground, vibration and rock mass quality. In general, falling of loose pieces' is expected at PPV greater than 200 mm/s and formation of new cracks' at PPV exceeding 300 mm/s.
机译:随着在印度地下金属矿中采用大直径深孔爆破来提取矿石,人们对地下结构的安全性和稳定性提出了严重关切。本文涉及五个不同金属矿山的振动监测和损害评估。通过肉眼观察评估损害程度,并通过RMR值评估岩体状况。尝试将损害程度与峰值粒子速度(PPV)相关联。利用生成的数据,导出了一个广义的预测器方程,用于预测其他矿山的地面振动。对现场数据的分析表明,矿井中大小爆炸所产生的振动可以组合在一起,以得出同一矿井的预测方程。岩体相对于支撑要求的破坏程度取决于地面强度,振动和岩体质量。通常,在PPV大于200 mm / s时,预计会出现松散的碎块,而在PPV大于300 mm / s时,则会形成新的裂纹。

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