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Dynamic simulation approach to assess influence of charging parameters on blast induced vibration

机译:动态仿真方法评估充电参数对爆炸振动的影响

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Blast induced ground vibration is one of the key concerns from safety view of nearby structures. There are many direct and indirect parameters responsible for blast induced ground vibration. Explosive parameters including its charging quantity and quality is one of them. Velocity of detonation of explosives, its interaction with rock strata and charging condition of a blasthole influences blast outputs in the form of fragmentation as well as undesirable effects like ground vibration, flyrock, air-over-pressure/noise etc. Researchers around the globe have established empirical formulations to investigate effects of explosive parameters on blast induced ground vibration. Following paper focused on investigating influence of charging parameters on blast induced ground vibration. Numerical simulation using dynamic modelling package of FLAC3D have been used for this. Signature hole geometry with rock properties and explosive properties in the form of detonation pressure has been modelled. Detonation pressure of the explosive was estimated from recorded in-the-hole velocity of detonation and density data for different explosive types. Damping parameters in the form of damping coefficient and frequency has been given to deplete blast vibration velocity for the medium. This was estimated by back calculation from recorded blast vibration data. Influence of hole diameter, distance of blast face from monitoring point, column length of explosive charge and charge distribution on blast induced vibration were assessed. Blast induced ground vibration in the form of history of velocity peaks has been plotted against dynamic time of blast wave propagation. Results of the dynamic simulation shows effects of hole diameter and charge column length on blast vibration in the same line with explosive weight per delay considered in USBM predictor equation. Investigation of effects of distance on blast induced vibration shows dependency of blast vibration on directional distance rather than radial distance. Charge distribution effects shows considerable reduction in blast vibration magnitude for distributed charge than full column charge.
机译:BLAST诱导的地面振动是附近结构安全视图的关键问题之一。有许多直接和间接参数负责爆炸引起的地面振动。爆炸性参数包括其充电量和质量是其中之一。爆炸物的速度,其与岩石地层的相互作用和Blasthole的充电条件影响了碎片形式的爆破输出以及地球振动,英超,空气压力/噪音等的不良影响建立了探讨爆炸参数对爆炸诱导地面振动的影响的实证制剂。纸张侧重于调查充电参数对爆炸诱导地面振动的影响。使用FLAC3D动态建模包的数值模拟已用于此。签名孔几何与岩石性质和爆炸压力形式的爆炸性能已经建模。爆炸性的爆炸压力估计来自爆炸的爆炸和密度数据的记录内速度,用于不同的爆炸类型。已经给出了阻尼系数和频率形式的阻尼参数,以消耗介质的爆破振动速度。从记录的BLAST振动数据的后计算估计这一点。评估了孔径,喷射面距离,爆炸性电荷和电荷分布的冲孔距离,爆炸性电荷和电荷分布的影响。绘制了速度峰历史形式的爆炸诱导的地面振动已经绘制了爆发波传播的动态时间。动态仿真的结果显示了孔径和电荷柱长度对爆炸振动的影响与USBM预测仪方程中的每次延迟的爆炸性重量。距离对鼓风诱导振动的影响的调查显示了爆炸振动对方向距离而不是径向距离的依赖性。电荷分配效果显示出分布式充电的爆炸振动幅度相当大降低,而不是全柱电荷。

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