利用创新的测斜法在线监测地下工作面稳定性——以波兰铜矿为例

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Lech Stolecki , Krzysztof Fuławka , Tomasz Osadczuk
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引用次数: 0

摘要

地下工程失稳威胁是伴随地下矿产开采而来的最严重的危险之一。多年来,随着矿床深度的增加和工作条件的恶化,威胁的规模增加,对采矿人员的生命和健康构成严重威胁。为了提高工作安全,同时确保有效开采的可能性,有必要实施新的自主监测系统,不断向采矿经营者通报可能的威胁。近年来,开发了许多地质力学测量系统。特别关注的是可以实时测量直接顶板应力和变形的仪器锚杆。不幸的是,尽管有许多优点,这种类型的设备仅提供有关特定威胁状态的信息,并且如果不在一个地方安装多个设备,则无法实现空间监视。倾斜仪系统可能是地质力学系统发展的一个里程碑,它可以实时测量顶板层的变形,并且测量的性质转化为使用一个设备在挖掘中进行空间监测的可能性。本文介绍了一种适合地下矿山采用房柱采矿法开采矿床的测斜系统多年来的工作成果。介绍了该系统的假设条件以及根据试验测量得出的岩石破坏准则。此外,还介绍了在波兰所有三个地下铜矿进行的几个月后测量活动的结果。以往的观测结果表明,新研制的监测巷道稳定性的测斜系统具有测量稳定、测量结果可靠的特点。因此,从控制室层面对矿井的稳定性进行实时监控,可以成功地应用于面临塌方风险的地下矿山。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
On-line monitoring of underground workings stability with use of innovative inclinometric method – Case study from Polish copper mines
The threat of loss of stability of underground workings is one of the most serious dangers accompanying underground mineral exploitation. Over the years, as the depth of the deposits increased and working conditions deteriorated, the scale of the threat increased, translating into a serious risk to the life and health of the mining crew. In order to increase work safety and at the same time ensure the possibility of effective exploitation, it is necessary to implement new, autonomous monitoring systems that inform the mining operator on an ongoing basis about possible threats. In recent years, many geomechanical measurement systems have been developed. Particular attention was paid to instrumented rock bolts that can measure stresses and deformations in the immediate roof in real time. Unfortunately, despite many advantages, devices of this type provide information only about a specific threat state, and without the installation of several devices in one place, they do not enable spatial monitoring. An inclinometer system may be a milestone in the development of geomechanical systems, which enables the measurement of deformations of roof layers in real time, and the nature of the measurements translates into the possibility of conducting spatial monitoring within the excavation using one device. This article presents the results of many years of work on the development of an inclinometric system adapted to work in underground mines exploiting deposits using a room and pillar mining method. The assumptions of the system as well as the rock failure criterion developed based on pilot measurements were described. Also the results of a multi-month post-measurement campaign conducted in all three underground copper mines in Poland were presented. As shown by previous observations, the newly developed inclinometric system for monitoring the stability of workings is characterized by measurement stability and reliability of the obtained results. Therefore, it can be successfully used in underground mines facing the risk of collapse to monitor the stability of mines in real time from the control room level.
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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