Physical simulation of rock burst induced by stress waves

LU Ai-hong, MAO Xian-biao, LIU Hai-shun
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引用次数: 17

Abstract

The behavior of stress wave propagation in rock walls and the process of rock bursts were simulated by application tests of material similar to rock. Results show that 1) the attenuation characteristics of stress waves were related to the material properties, stress waves attenuate more quickly in soft material and 2) when the explosion load was applied at the top of the roadway, the number and the length of the cracks increased with a decrease in the distance between the explosive point and roof of the roadway. When the distance was 280 mm, only some chips appeared near the source, when the distance was 210 mm, some small cracks started to appear near the road-rib and when the distance was reduced to 140 mm, larger cracks appeared at the road-rib. It can be concluded that, under a given stress the number of cracks is closely related to the intensity of stress waves. The cracks in the surrounding rock can be reduced by controlling the intensity of the stress waves and rock bursts can be avoided to some extent by preventing the formation of layered crack structures. A new experimental approach has been provided for studying rock bursts by using physical simulation.

应力波诱发地压的物理模拟
通过类似岩石材料的应用试验,模拟了应力波在岩壁中的传播特性和岩爆过程。结果表明:1)应力波的衰减特性与材料特性有关,在软质材料中应力波衰减更快;2)当爆炸荷载施加在巷道顶部时,随着爆炸点与巷道顶板距离的减小,裂缝数量和长度增加。当距离为280 mm时,震源附近仅出现少量裂纹,当距离为210 mm时,路肋附近开始出现较小的裂纹,当距离减小到140 mm时,路肋处出现较大的裂纹。结果表明,在一定应力条件下,裂纹数与应力波强度密切相关。通过控制应力波的强度可以减少围岩的裂缝,防止层状裂缝结构的形成可以在一定程度上避免冲击地压。物理模拟为岩爆研究提供了一种新的实验方法。
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