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Blast Vibration Damage and Its Monitoring to Underground Rock Cave from Adjacent Open-pit Blasting

机译:邻近露天爆破的爆破振动破坏及其对地下岩洞的监测

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During open-pit mine excavation, blast induced vibrations can cause micro-cracks in nearby transport lane and decrease its strength, even the failure of rock engineering. In this paper, a study was conducted to evaluate the effect of blasting in Nanfen open-pit iron mine on the stability of adjoining underground rock cave workings. The field survey of geological conditions, the geological characteristics of key positions of underground opening in Nanfen open mine, China were carried out, especially how the construction process will affect its stability. Strata monitoring instruments, viz. borehole extensometers, convergence indicators, strain bars, stress capsules and load cells were installed in the roof. Monitoring of strata behavior was carried out before and after the blasts. It is concluded that the Nanfen mine contains structural elements and distinct textural varieties which differ significantly in their response to rock properties testing and to excavation. Data collected in this study demonstrate the highly inhomogeneity internal structure characteristic of apparently homogenous batholiths, and the influence of this inho-mogentiy on rock mass response. Some measures are proposed to take so as to play fully the role of host rock in construction process. The practice showed that the geological/engineering conditions of rock in Nanfen mine are very complex, and it is of importance to monitor rock's structural plane and deformation and to readjust timely the construction schedule and relevant technologies. Major damage was observed when the magnitude of PPV exceeded 180mm/s. It was also observed that the roof of underground level cave vibrated with 1.1~2.8times higher amplitude of vibration compared to the span of level cave. It is stressed that the self-stability mechanism of key positions should be monitored and controlled carefully so as to ply fully the role of self-stability of host rock. What the measures proposed to take and relevant experience will benefit the construction of the other similar projects/rock engineering.
机译:在露天矿的开挖过程中,爆炸引起的振动会在附近的运输车道上引起微裂纹,并降低其强度,甚至导致岩石工程失败。本文进行了一项研究,以评估南芬露天铁矿的爆破对相邻地下岩洞工作稳定性的影响。对中国南芬露天矿的地质条件,地下洞口关键部位的地质特征进行了实地调查,特别是施工过程将如何影响其稳定性。地层监测仪器,即。井顶安装了钻孔引伸计,会聚指示器,应变棒,应力舱和称重传感器。在爆炸之前和之后对地层行为进行监测。结论是,南芬矿包含结构元素和不同的质地变体,它们对岩石特性测试和开挖的反应差异很大。这项研究中收集的数据表明,表面均一的岩基岩具有高度不均匀的内部结构特征,并且这种非均质性对岩体响应有影响。建议采取一些措施,以充分发挥基岩在施工过程中的作用。实践表明,南芬矿区岩石的地质/工程条件十分复杂,监测岩石的结构面和变形,及时调整施工进度和相关技术具有重要意义。当PPV的大小超过180mm / s时,观察到严重损坏。研究还发现,地下平顶洞的屋顶振动幅度是平顶洞跨度的1.1〜2.8倍。需要强调的是,关键位置的自稳机制应予以仔细监测和控制,以充分发挥基岩自稳的作用。建议采取的措施和相关经验将有助于其他类似项目/岩石工程的建设。

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