Improving Methods of Frozen Wall State Prediction for Mine Shafts under Construction Using Distributed Temperature Measurements in Test Wells

Development of mineral deposits under complex geological and hydrogeological conditions is often associated with the need to utilize specific approaches to mine shaft construction. The most reliable and universally applicable method of shaft sinking is artificial rock freezing – creation of a frozen...

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Main Authors: Lev Yu. LEVIN, Mikhail A. SEMIN, Oleg S. PARSHAKOV
Format: Article
Language:English
Published: Saint-Petersburg Mining University 2019-06-01
Series:Zapiski Gornogo Instituta
Subjects:
Online Access:http://pmi.spmi.ru/index.php/pmi/article/view/7916
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spelling doaj-6f38951362fd4d83bd6ceca46525b1382020-11-25T01:14:04ZengSaint-Petersburg Mining UniversityZapiski Gornogo Instituta2411-33362541-94042019-06-01237326827410.31897/PMI.2019.3.268Improving Methods of Frozen Wall State Prediction for Mine Shafts under Construction Using Distributed Temperature Measurements in Test Wells Lev Yu. LEVIN0Mikhail A. SEMIN1Oleg S. PARSHAKOV2Mining Institute of the Ural Branch of the RASMining Institute of the Ural Branch of the RASMining Institute of the Ural Branch of the RASDevelopment of mineral deposits under complex geological and hydrogeological conditions is often associated with the need to utilize specific approaches to mine shaft construction. The most reliable and universally applicable method of shaft sinking is artificial rock freezing – creation of a frozen wall around the designed mine shaft. Protected by this artificial construction, further mining operations take place. Notably, mining operations are permitted only after a closed-loop frozen section of specified thickness is formed. Beside that, on-line monitoring over the state of frozen rock mass must be organized. The practice of mine construction under complex hydrogeological conditions by means of artificial freezing demonstrates that modern technologies of point-by-point and distributed temperature measurements in test wells do not detect actual frozen wall parameters. Neither do current theoretical models and calculation methods of rock mass thermal behavior under artificial freezing provide an adequate forecast of frozen wall characteristics, if the input data has poor accuracy. The study proposes a monitoring system, which combines test measurements and theoretical calculations of frozen wall parameters. This approach allows to compare experimentally obtained and theoretically calculated rock mass temperatures in test wells and to assess the difference. Basing on this temperature difference, parameters of the mathematical model get adjusted by stating an inverse Stefan problem, its regularization and subsequent numerical solution. http://pmi.spmi.ru/index.php/pmi/article/view/7916frozen wallrock massartificial ground freezingtemperature fieldmine shaftfiber optic cabletest wellsfreezing columnsmonitoring systemStefan problem
collection DOAJ
language English
format Article
sources DOAJ
author Lev Yu. LEVIN
Mikhail A. SEMIN
Oleg S. PARSHAKOV
spellingShingle Lev Yu. LEVIN
Mikhail A. SEMIN
Oleg S. PARSHAKOV
Improving Methods of Frozen Wall State Prediction for Mine Shafts under Construction Using Distributed Temperature Measurements in Test Wells
Zapiski Gornogo Instituta
frozen wall
rock mass
artificial ground freezing
temperature field
mine shaft
fiber optic cable
test wells
freezing columns
monitoring system
Stefan problem
author_facet Lev Yu. LEVIN
Mikhail A. SEMIN
Oleg S. PARSHAKOV
author_sort Lev Yu. LEVIN
title Improving Methods of Frozen Wall State Prediction for Mine Shafts under Construction Using Distributed Temperature Measurements in Test Wells
title_short Improving Methods of Frozen Wall State Prediction for Mine Shafts under Construction Using Distributed Temperature Measurements in Test Wells
title_full Improving Methods of Frozen Wall State Prediction for Mine Shafts under Construction Using Distributed Temperature Measurements in Test Wells
title_fullStr Improving Methods of Frozen Wall State Prediction for Mine Shafts under Construction Using Distributed Temperature Measurements in Test Wells
title_full_unstemmed Improving Methods of Frozen Wall State Prediction for Mine Shafts under Construction Using Distributed Temperature Measurements in Test Wells
title_sort improving methods of frozen wall state prediction for mine shafts under construction using distributed temperature measurements in test wells
publisher Saint-Petersburg Mining University
series Zapiski Gornogo Instituta
issn 2411-3336
2541-9404
publishDate 2019-06-01
description Development of mineral deposits under complex geological and hydrogeological conditions is often associated with the need to utilize specific approaches to mine shaft construction. The most reliable and universally applicable method of shaft sinking is artificial rock freezing – creation of a frozen wall around the designed mine shaft. Protected by this artificial construction, further mining operations take place. Notably, mining operations are permitted only after a closed-loop frozen section of specified thickness is formed. Beside that, on-line monitoring over the state of frozen rock mass must be organized. The practice of mine construction under complex hydrogeological conditions by means of artificial freezing demonstrates that modern technologies of point-by-point and distributed temperature measurements in test wells do not detect actual frozen wall parameters. Neither do current theoretical models and calculation methods of rock mass thermal behavior under artificial freezing provide an adequate forecast of frozen wall characteristics, if the input data has poor accuracy. The study proposes a monitoring system, which combines test measurements and theoretical calculations of frozen wall parameters. This approach allows to compare experimentally obtained and theoretically calculated rock mass temperatures in test wells and to assess the difference. Basing on this temperature difference, parameters of the mathematical model get adjusted by stating an inverse Stefan problem, its regularization and subsequent numerical solution.
topic frozen wall
rock mass
artificial ground freezing
temperature field
mine shaft
fiber optic cable
test wells
freezing columns
monitoring system
Stefan problem
url http://pmi.spmi.ru/index.php/pmi/article/view/7916
work_keys_str_mv AT levyulevin improvingmethodsoffrozenwallstatepredictionformineshaftsunderconstructionusingdistributedtemperaturemeasurementsintestwells
AT mikhailasemin improvingmethodsoffrozenwallstatepredictionformineshaftsunderconstructionusingdistributedtemperaturemeasurementsintestwells
AT olegsparshakov improvingmethodsoffrozenwallstatepredictionformineshaftsunderconstructionusingdistributedtemperaturemeasurementsintestwells
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