Fiber optic control system for geotechnical parameters of mine
In the article a fiber-optic method for monitoring rock pressure is considered, as well as the magnitude of the displacement of the layers of the stope hanging wall is measured. The authors analyze the applied rock pressure testing methods. The reasons for the need to create a safe system are g...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
Omsk State Technical University, Federal State Budgetary Educational Institution of Higher Education
2021-03-01
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Series: | Омский научный вестник |
Subjects: | |
Online Access: | https://www.omgtu.ru/general_information/media_omgtu/journal_of_omsk_research_journal/files/arhiv/2021/%20%E2%84%96%201%20(175)%20(%D0%9E%D0%9D%D0%92)/64-68%20%D0%9C%D0%B5%D1%85%D1%82%D0%B8%D0%B5%D0%B2%20%D0%90.%20%D0%94.,%20%D0%A1%D0%BE%D0%BB%D0%B4%D0%B0%D1%82%D0%BE%D0%B2%20%D0%90.%20%D0%98.,%20%D0%9D%D0%B5%D1%88%D0%B8%D0%BD%D0%B0%20%D0%95.%20%D0%93.%20%D0%B8%20%D0%B4%D1%80..pdf |
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author | A. D. Mekhtiyev A. I. Soldatov Ye. G. Neshina A. D. Alkina |
author_facet | A. D. Mekhtiyev A. I. Soldatov Ye. G. Neshina A. D. Alkina |
author_sort | A. D. Mekhtiyev |
collection | DOAJ |
description | In the article a fiber-optic method for monitoring rock
pressure is considered, as well as the magnitude of the
displacement of the layers of the stope hanging wall is
measured. The authors analyze the applied rock pressure
testing methods. The reasons for the need to create a
safe system are given, the main requirement of which is
the condition of compliance with all safety requirements
during mining operations. The developed quasi-distributed
fiber-optic system is capable of measuring with high
accuracy changes in rock pressure and displacement of
roof rocks in an explosive environment, also does not
require expensive equipment associated with the use of a
range of analyzers and reflectometers. A scheme has been
proposed to simplify the testing process. The results of
dependences of additional optical losses on the applied
force are obtained. |
first_indexed | 2024-12-20T12:57:41Z |
format | Article |
id | doaj.art-861f962a90bd4c1995962934879d1ba7 |
institution | Directory Open Access Journal |
issn | 1813-8225 2541-7541 |
language | English |
last_indexed | 2024-12-20T12:57:41Z |
publishDate | 2021-03-01 |
publisher | Omsk State Technical University, Federal State Budgetary Educational Institution of Higher Education |
record_format | Article |
series | Омский научный вестник |
spelling | doaj.art-861f962a90bd4c1995962934879d1ba72022-12-21T19:40:01ZengOmsk State Technical University, Federal State Budgetary Educational Institution of Higher EducationОмский научный вестник1813-82252541-75412021-03-011 (175)646810.25206/1813-8225-2021-175-64-68Fiber optic control system for geotechnical parameters of mineA. D. Mekhtiyev0https://orcid.org/0000-0002-2633-3976A. I. Soldatov1https://orcid.org/0000-0003-1892-1644Ye. G. Neshina2https://orcid.org/0000-0002-8973-2958A. D. Alkina3https://orcid.org/0000-0003-4879-0593S. Seifullin Kаzakh Agrotechnical UniversityTomsk State University of Control Systems and Radioelectronics; National Research Tomsk Polytechnic UniversityKaraganda Technical UniversityKaraganda Technical UniversityIn the article a fiber-optic method for monitoring rock pressure is considered, as well as the magnitude of the displacement of the layers of the stope hanging wall is measured. The authors analyze the applied rock pressure testing methods. The reasons for the need to create a safe system are given, the main requirement of which is the condition of compliance with all safety requirements during mining operations. The developed quasi-distributed fiber-optic system is capable of measuring with high accuracy changes in rock pressure and displacement of roof rocks in an explosive environment, also does not require expensive equipment associated with the use of a range of analyzers and reflectometers. A scheme has been proposed to simplify the testing process. The results of dependences of additional optical losses on the applied force are obtained.https://www.omgtu.ru/general_information/media_omgtu/journal_of_omsk_research_journal/files/arhiv/2021/%20%E2%84%96%201%20(175)%20(%D0%9E%D0%9D%D0%92)/64-68%20%D0%9C%D0%B5%D1%85%D1%82%D0%B8%D0%B5%D0%B2%20%D0%90.%20%D0%94.,%20%D0%A1%D0%BE%D0%BB%D0%B4%D0%B0%D1%82%D0%BE%D0%B2%20%D0%90.%20%D0%98.,%20%D0%9D%D0%B5%D1%88%D0%B8%D0%BD%D0%B0%20%D0%95.%20%D0%93.%20%D0%B8%20%D0%B4%D1%80..pdfoptical fiberdeformationmine displacement |
spellingShingle | A. D. Mekhtiyev A. I. Soldatov Ye. G. Neshina A. D. Alkina Fiber optic control system for geotechnical parameters of mine Омский научный вестник optical fiber deformation mine displacement |
title | Fiber optic control system for geotechnical parameters of mine |
title_full | Fiber optic control system for geotechnical parameters of mine |
title_fullStr | Fiber optic control system for geotechnical parameters of mine |
title_full_unstemmed | Fiber optic control system for geotechnical parameters of mine |
title_short | Fiber optic control system for geotechnical parameters of mine |
title_sort | fiber optic control system for geotechnical parameters of mine |
topic | optical fiber deformation mine displacement |
url | https://www.omgtu.ru/general_information/media_omgtu/journal_of_omsk_research_journal/files/arhiv/2021/%20%E2%84%96%201%20(175)%20(%D0%9E%D0%9D%D0%92)/64-68%20%D0%9C%D0%B5%D1%85%D1%82%D0%B8%D0%B5%D0%B2%20%D0%90.%20%D0%94.,%20%D0%A1%D0%BE%D0%BB%D0%B4%D0%B0%D1%82%D0%BE%D0%B2%20%D0%90.%20%D0%98.,%20%D0%9D%D0%B5%D1%88%D0%B8%D0%BD%D0%B0%20%D0%95.%20%D0%93.%20%D0%B8%20%D0%B4%D1%80..pdf |
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