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Experimental Study on Pre-splitting Blasting with Large Diameter Long-hole and Its Application in Non-pillar Continuous Mining

机译:大直径长孔预裂爆破试验研究及其在无桩连续开采中的应用

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The experiments were made in concrete to simulate blast in different blasting parameters. Non-pillar continuous mining (NPCM) is regarded as a high-efficiency, high-level and one-step mining technology, which can be divided into two substopes. The pillar between the two substopes, termed as the temporary rib pillar (TRP), excavated by the pre-splitting blasting with large diameter long-hole, is the key structure in the mining method. The effect of pre-splitting blasting was evaluated using blast vibration monitoring, split measuring and surface observations. A set of optimum blasting parameters were calculated by using the theoretical analysis and optimization method, based on the experimental data such as effect of vibration attenuation, split width, average roughness, number of half-hole and hole-path ratio. A temporary rib pillar, which was approximately 5.5 m thick and 30 m long and 48 m high in size, was achieved by applying the experimental results to blasting design of Fenghuangshan Copper Mine. The result of application shows the optimized pre-splitting blasting parameters using simulating experiment are useful in the NPCM.
机译:实验是在混凝土中进行的,以模拟不同爆破参数下的爆破。无桩连续开采(NPCM)被认为是一种高效,高水平,一步一步的开采技术,可分为两个子站。两个子挡块之间的支柱,即临时肋骨支柱(TRP),是通过大口径长孔的预裂爆破开挖的,是采矿方法中的关键结构。使用爆破振动监测,分割测量和表面观察评估了预分割爆破的效果。利用理论分析和优化方法,根据振动衰减,裂口宽度,平均粗糙度,半孔数和孔道比等实验数据,计算出一组最佳爆破参数。通过将实验结果应用于凤凰山铜矿的爆破设计,获得了约5.5 m厚,30 m长,48 m高的临时肋骨柱。应用结果表明,采用模拟实验优化的预裂爆破参数在NPCM中是有用的。

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