Lech Stolecki , Krzysztof Fuławka , Tomasz Osadczuk
{"title":"On-line monitoring of underground workings stability with use of innovative inclinometric method – Case study from Polish copper mines","authors":"Lech Stolecki , Krzysztof Fuławka , Tomasz Osadczuk","doi":"10.1016/j.tust.2025.106796","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":49414,"journal":{"name":"Tunnelling and Underground Space Technology","volume":"164 ","pages":"Article 106796"},"PeriodicalIF":6.7000,"publicationDate":"2025-06-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Tunnelling and Underground Space Technology","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0886779825004341","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
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.
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.