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Research on open-pit mine blasting load equivalent way

机译:露天矿爆破荷载当量法研究

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摘要

This article aims at more accurately studying an equivalent applying way of blasting load by numerical simulation method.Based on the theory of strength reduction, slope stability is analyzed.It can produce special blasting load when open-pit is mining, and made more able to simulate the actual blast load equivalent loading.The equivalent applying way of blasting load first analyze the characteristics of open-pit blasting load, it rings to pass from the explosion source to the surrounding, If the blasting load can equivalently load into the crushing outside the district boundary, so that it is more consistent with the actual hole blasting;The way uses FLAC3D to establish the open pit slope numerical model, and then analyzed using finite difference method under blasting dynamic loading the dynamic response characteristics of slope, then calculated using strength reduction pit slope seismic safety factor.And finally with the past will be the equivalent of blasting vibration is applied to the model boundary manner comparative, verification by the equivalent method is applied to blasting in the slope stability analysis under dynamic loading, the feasibility and rationality.
机译:本文旨在通过数值模拟方法更准确地研究爆破荷载的等效施加方式,基于强度折减理论,对边坡稳定性进行了分析,在露天开采时会产生特殊的爆破荷载,使爆破荷载具有更大的适应性。模拟实际爆破载荷的等效载荷。爆破载荷的等效施加方式首先分析露天爆破载荷的特性,它从爆炸源传到周围,如果爆破载荷可以等效地载荷到破碎场外的碎石中。区域边界,使之与实际爆破更吻合;采用FLAC3D建立露天矿边坡数值模型,然后利用有限差分法对爆破动态荷载作用下边坡的动力响应特性进行分析,然后利用强度进行计算。减少坑边坡的地震安全系数。最后与过去将等效的爆破振动应用于通过模型边界方式的比较,等效方法的验证,在动荷载作用下边坡稳定性分析中进行爆破,可行性和合理性。

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