在地震活跃的地下矿井中监测的采矿诱发应力的小范围变化

C. Dahnér, S. Dineva
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引用次数: 3

摘要

由LKAB拥有的Kiirunavaara矿是最大的铁矿石地下矿。它长约4公里,自20世纪50年代末以来一直采用分段崩落法开采。主矿体目前开采水平为1079 m和1108 m。矿区分段高度为29 m,矿区南半段一个分段的开采时间约为2年。因此,采矿引起的应力变化被认为是相对缓慢的。平均每年记录到2700兆瓦≥0级地震事件,最大的地震发生在2020年5月18日,兆瓦4.3级。在该矿的历史上,除了自2009年以来一直在运行的全矿地震系统外,没有进行过多少岩石力学监测活动。2013年,利用Borre应力单元在1165 m(生产区域34区块)进行了三维应力测量,随后安装了3D CSIRO-HI单元进行长期应力变化监测。该装置的主要目的是测量随采矿向下进行而产生的应力(大小和方向)的变化。该单元安装在当前生产水平下方143米处,在安装时,有迹象表明测量的应力已经受到采矿引起的应力的影响。当时,不同生产区域内的局部应力状态只能通过大规模的通用数值模拟来确定。自安装以来,感应应力的大规模变化已被记录下来。目前的研究重点是在2015年7月中旬至2017年3月中旬期间,诱发应力的小规模变化可能与较大的地震事件、开发和生产爆破有关。分析了15次mL≥1.0的地震前、中、后的应力变化。在8个事件中发现了明显的压力变化模式。在25个发育爆破(距离< 50米)和19个最近的生产爆破(距离125-135米)期间没有观察到应力变化。从早上6点开始观察到应力变化的循环行为,这很可能与此时的轮班/排泥开始有关。样本数据的应力变化与该地区的地震活动惊人地相似。这项工作的结果是正在进行的寻找模式/情景的项目的一部分,这些模式/情景将用于矿井的短期危险评估和关闭标准。这些结果也可用于进一步研究地震事件准备过程和同震应力和变形。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Small-scale variations in mining-induced stresses, monitored in a seismically active underground mine
Kiirunavaara mine, owned by LKAB, is the largest iron ore underground mine. It is about 4 km long and has been mined with sublevel caving since the late 1950s. The current mining levels in the main orebody are 1079 m and 1108 m. The sublevel height is 29 m and it takes about two years to mine one sublevel in the southern half of the mine. As such, the mining-induced stress changes were regarded to be relatively slow. There are 2700 MW ≥ 0 seismic events recorded on average every year, with the largest event recorded on 18 May 2020 MW 4.3. Not many rock mechanical monitoring campaigns have been undertaken during the mine’s history, except for a mine-wide seismic system which has been in operation since 2009. In 2013, 3D stress measurements with the Borre stress cell were undertaken at level 1165 m (production area Block 34), with subsequent installation of 3D CSIRO-HI cells for long-term stress change monitoring. The primary purpose of the installation was to measure the changes in the induced stress (magnitude and direction) as the mining progressed downwards. The cell was installed 143 m below the current production level and at the time of the installation, there were indications that the measured stresses were already affected by the mining-induced stresses. At the time, the local stress state within different production areas was defined only by large-scale generic numerical modelling. Since the installation, large-scale changes in the induced stresses have been recorded. The current study is focussing on the small-scale variations in the induced stresses which can be related to larger seismic events, development, and production blasting for the time period mid-July 2015 to mid-March 2017. Stress changes before, during, and after 15 seismic events with mL ≥ 1.0 were analysed. Clear pattern of stress changes for eight events was found. No stress change was observed during 25 development blasts (distance < 50 m) and 19 closest productions blasts (125–135 m). Cyclic behaviour of the stress changes was observed with increases starting at 6:00 am which is most probably related to the shift/mucking start at this time. The stress change for a sample of data showed a striking similarity to the seismic activity in the area. The outcome of this work is part of the ongoing project to find patterns/scenarios which will be used for short-term hazard assessment and closing criteria in the mine. The results can be used also for further studies on seismic event preparation processes and co-seismic stresses and deformations.
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