Abstract
The paper presents the results of long-term continuous measurements of the deflection of the roof layers in the underground copper mine Polkowice-Sieroszowice, Poland belonging to KGHM Polska Miedź S.A. The measurements were performed with the use of the inclinometric method consisting of continuous registration of changes in the angle of inclination of the roof strata. The measurements were carried out using an inclinometer sensor fixed to the end of a rockbolt in the roof. Measurements presented in the article were made in various regions of the underground mine. The monitoring covered: The exploitation front, machinery chamber and the region of the experimental longwall mining of copper ore. The obtained results proved the usefulness of the developed method in the process of the evaluation of the stability of mining excavations. The sensors were highly sensitive and performed the measurements in a simple way; highly accurate and reliable results were obtained.
Reference27 articles.
1. Rock Mass Mechanics;Chudek,2010
2. Roof instability: What reportable non-injury roof falls in underground coal mines can tell us;Bajpayee;Prof. Saf.,2014
3. The Mechanism of Operation of the Roof Bolt in the Rock Mass of Various Structure;Cała,2001
4. Validation of critical strain technique for assessing stability of coal mine intersections and its potential for development of roof control plans
5. Case study of monitoring changes in roof stability
Cited by
3 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献