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Numerical Simulation Analysis of Hydraulic Pressurized Blasting Effect

机译:水力加压爆破效果的数值模拟分析

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During the deep-hole blasting in open pit mine,ores and rock chunk mainly appeared in the upper bench.In order to improve the broken quality of ores and rock in the upper level,the hydraulic pressurized blasting was put forward.In this paper,on the basis of mechanism analysis of pressurized hydraulic blasting,the mathematical models of different water column heights were established by LS-DYNA dynamics analysis software.Based on the calculation the stress distribution states of different water column heights were obtained.In the same time,when the water column height was 2.5m,the peak stress increased 6.66% compared with no water column.While the water column height was 4m,it increased 9.38%.Under the same conditions,the peak stress of 4m water column height increased 2.55% than that of 2.5m.The hydraulic pressurized effect of 4m water column height was better.And the hydraulic pressurized effect was in conformity with the theoretical analysis.
机译:在露天矿深孔爆破过程中,矿石和岩石块主要出现在上台阶。为提高上层矿石和岩石的破碎质量,提出了水力加压爆破技术。在加压水力爆破机理分析的基础上,利用LS-DYNA动力学分析软件建立了不同水柱高度的数学模型,并在计算的基础上得出了不同水柱高度的应力分布状态。当水柱高度为2.5m时,峰值应力比无水柱增加6.66%。当水柱高度为4m时,峰值应力增加9.38%。在相同条件下,4m水柱高度的峰值应力增加2.55%。比2.5m高4m水柱高度的水压效果更好,且水压效果与理论分析相符。

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