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Characteristic Response of Rock and Rock-like Materials to Explosive Loading in Controlled Experiments

机译:控制实验中岩石状材料对爆炸载荷的特征响应

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This study describes the results of single-hole blasting experiments in three well-characterized materials,a granite,a limestone,and a grout-based synthetic rock.The parameters studied are the nature of the dynamic stress field around the borehole and its decay in the near-field (i.e.0.5 to 5 borehole diameters),and as a function of the dynamic properties of the target rocks.Detonating cord of varying strengths (3 g/m,5.3 g/m,and 10 g/m of PETN) with air coupling in 6.4 mm and 9.5 mm diameter define the explosive source conditions.A thin-walled copper tube was installed in the borehole to isolate the explosion gas,so that only shock stress-induced fractures and their distribution could be studied.The cylindrical test samples measured 15 cm high and 15 cm in diameter.The resulting fracture patterns were mapped by a dye penetration technique,and fragment size distribution by sieve analysis.The observed near-field pressure decay,and fracture and fragmentation characteristics will serve to calibrate numerical models for prediction of blast results.
机译:本研究描述了三种特征的材料,花岗岩,石灰石和灌浆的合成岩中的单孔爆破实验结果。研究的参数是钻孔周围的动态应力场的性质及其腐烂近场(IE0.5至5孔径),以及作为靶岩体的动态性质的函数。改变强度的近距离(3g / m,5.3g / m和10g / m的彼此)在6.4 mm和9.5毫米的空气联轴器上定义爆炸源条件。薄壁铜管安装在钻孔中以隔离爆炸气体,因此只能研究震动应力诱导的骨折及其分布。圆柱形测试样品高15cm,直径为15厘米。通过染料渗透技术绘制得到的裂缝图案,并通过筛分分析分发。观察到的近场压力衰减和裂缝和碎片特性将用于校准数值模型,用于预测爆炸效果。

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