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Fractal behaviour of the microseismic energy associated with immediate rockbursts in deep, hard rock tunnels

机译:与深层岩石隧道直接岩爆相关联的微震能量的分形行为

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Rockbursts in tunnels can be a significant hazard. During the development of immediate rockbursts, a series of fractures is generated which can be monitored using microseismic events. A fractal calculation method has been proposed to study the self-similarity of the energy distribution of microseismic events during the development of immediate rockbursts. The proposed method was used to study the fractal behaviour of the energy distribution of microseismic events during the development of immediate rockbursts that occurred in four deep headrace tunnels and one drainage tunnel at the Jinping II hydropower project, China. The overburden of the studied tunnels, which are excavated in marble, is between 1900 m and 2525 m. The tunnels have a total length of 12.4 km. The results indicated that the energy distribution of microseismic events during the development of immediate rockbursts has a fractal structure. The fractal behaviour of microseismic energy during the development of immediate strainbursts and immediate strain-structure slip rockbursts are distinguishable. The energy fractal dimensions of immediate strainbursts were larger than 0.2 but those of immediate strain-structure slip rockbursts were less than 0.2. For both immediate strainbursts and immediate strain-structure slip rockbursts, if the intensity was higher, the energy fractal dimensions were larger. The daily energy fractal dimension for microseismic events increased as approach of the immediate rockbursts. The energy fractal behaviour was used as a guide to establish a dynamic warning system based on the evolution of microseismic events to reduce the risk of immediate rockbursts during excavation of deep, hard-rock tunnels. (C) 2015 Elsevier Ltd. All rights reserved.
机译:隧道中的摇滚乐可能是一个重要的危险。在立即摇滚的发展期间,产生了一系列裂缝,可以使用微震事件监测。提出了一种分形计算方法来研究立即岩爆发中微震事件能量分布的自相似性。所提出的方法用于研究在中国锦平II水电项目的四个深隧道隧道和一条排水隧道中发生的立即岩爆发过程中微震事件能量分布的分形行为。在大理石中挖掘的研究隧道的覆盖层在1900米和2525米之间。隧道的总长度为12.4公里。结果表明,立即岩浆发育过程中微震事件的能量分布具有分形结构。微震能在立即带电笨拙和立即应变结构滑动岩中的分形行为是可区分的。立即燃料瘀伤的能量分形尺寸大于0.2,但即时菌株结构滑虫岩的尺寸小于0.2。对于直接带土和立即应变结构滑动岩,如果强度较高,能量分形尺寸较大。微震事件的日常能量分形维数随着直接岩爆的方法而增加。能量分形行为用作建立一种基于微震事件演变的动态警告系统的指南,以减少深度,硬岩隧道挖掘过程中立即岩爆的风险。 (c)2015 Elsevier Ltd.保留所有权利。

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