首页> 外文会议>1st World Conference on Explosives amp; Blasting Technique, 1st, Sep 6-8, 2000, Munich/Germany >Optimal blasting parameters predicted by rock mass properties - Engineering geological approach
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Optimal blasting parameters predicted by rock mass properties - Engineering geological approach

机译:通过岩体特性预测的最佳爆破参数-工程地质方法

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The paper deals with the results of explorations in the tectonic fabric of rock masses, results of geophysical exploration and the blasting parameters that have optimal effects in open pits and quarries. Three factors control the fragment size distribution: the rock structure, the quantity of explosive and its distribution within the rock mass. Results of engineering-geological research are significant for the optimization of blasting parameters. These data are showing an objective picture of rock mass, and they are as follows: statistics of density of discontinuities, determination of "GSI", Hoek-Brown empirical criterion for strength of rock mass and "in situ" determination of mechanical parameters, including geophysical survey data. The strength of rock mass decreases with the increase in frequency of joints and the deformability of rocks depend on their orientation. It is the interaction between the rock mass and stresses generated due to explosive detonation, which may produce favorable or harmful blasting results.
机译:本文讨论了岩体构造构造的勘探结果,地球物理勘探的结果以及在露天矿和采石场中具有最佳效果的爆破参数。三个因素控制着碎片的大小分布:岩石结构,炸药的数量及其在岩体中的分布。工程地质研究的结果对于优化爆破参数具有重要意义。这些数据显示了岩体的客观情况,它们如下:不连续点密度的统计,“ GSI”的确定,岩体强度的Hoek-Brown经验标准以及机械参数的“原位”确定,包括地球物理调查数据。岩体强度随节理频率的增加而降低,岩石的变形性取决于其方向。它是岩体与爆炸爆炸所产生的应力之间的相互作用,可能产生有利或有害的爆破效果。

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