Study on the Application of Finite Difference in Geological Mine Fault Groups: A Case Study
Fault structures can cause a bad mining environment and increase the stress of surrounding coal pillar faults. The study investigates the stress evolution characteristics within fault structure groups and their surrounding coal pillars and explores the extent to which these fault structure groups in...
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Veröffentlicht in: | Processes 2024-06, Vol.12 (6), p.1162 |
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creator | Yuan, Jianbo Wang, Chao Liu, Zhigang Lyu, Jingchao Lu, Yajun You, Wuchao Yan, Jiazheng |
description | Fault structures can cause a bad mining environment and increase the stress of surrounding coal pillar faults. The study investigates the stress evolution characteristics within fault structure groups and their surrounding coal pillars and explores the extent to which these fault structure groups influence the stress distribution in coal pillars. Based on three-dimensional modeling technology, a transparent geological model of the geological environment of fault structure groups was constructed and finite difference software was used to generate a numerical simulation model. Two survey lines and four survey points were arranged to analyze the stress distribution of a coal pillar fault. The results show that the fault structure groups have obvious stress barrier effects. There is a 35 m stress reduction zone in the hanging wall of the fault and a 30 m stress increase zone in the footwall of the fault. Both FL-1 and FL-3 faults have a stress barrier effect in the hanging wall. The obvious stress increases in the footwall of the fault are 37.7 MPa and 33.5 MPa, respectively. The stress of the FL-2 fault as a whole appears to be a more obvious superposition at the end of mining, and the peak stress reaches 41.5 MPa. |
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The study investigates the stress evolution characteristics within fault structure groups and their surrounding coal pillars and explores the extent to which these fault structure groups influence the stress distribution in coal pillars. Based on three-dimensional modeling technology, a transparent geological model of the geological environment of fault structure groups was constructed and finite difference software was used to generate a numerical simulation model. Two survey lines and four survey points were arranged to analyze the stress distribution of a coal pillar fault. The results show that the fault structure groups have obvious stress barrier effects. There is a 35 m stress reduction zone in the hanging wall of the fault and a 30 m stress increase zone in the footwall of the fault. Both FL-1 and FL-3 faults have a stress barrier effect in the hanging wall. The obvious stress increases in the footwall of the fault are 37.7 MPa and 33.5 MPa, respectively. The stress of the FL-2 fault as a whole appears to be a more obvious superposition at the end of mining, and the peak stress reaches 41.5 MPa.</description><identifier>ISSN: 2227-9717</identifier><identifier>EISSN: 2227-9717</identifier><identifier>DOI: 10.3390/pr12061162</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Coal ; Coal mining ; Deterrence ; Fault lines ; Finite difference method ; Footwalls ; Geology ; Hanging walls ; Impact strength ; Mathematical analysis ; Mathematical models ; Mines ; Mutation ; Production capacity ; Simulation models ; Stress distribution ; Stress state ; Surveys</subject><ispartof>Processes, 2024-06, Vol.12 (6), p.1162</ispartof><rights>2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). 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The study investigates the stress evolution characteristics within fault structure groups and their surrounding coal pillars and explores the extent to which these fault structure groups influence the stress distribution in coal pillars. Based on three-dimensional modeling technology, a transparent geological model of the geological environment of fault structure groups was constructed and finite difference software was used to generate a numerical simulation model. Two survey lines and four survey points were arranged to analyze the stress distribution of a coal pillar fault. The results show that the fault structure groups have obvious stress barrier effects. There is a 35 m stress reduction zone in the hanging wall of the fault and a 30 m stress increase zone in the footwall of the fault. Both FL-1 and FL-3 faults have a stress barrier effect in the hanging wall. The obvious stress increases in the footwall of the fault are 37.7 MPa and 33.5 MPa, respectively. The stress of the FL-2 fault as a whole appears to be a more obvious superposition at the end of mining, and the peak stress reaches 41.5 MPa.</description><subject>Coal</subject><subject>Coal mining</subject><subject>Deterrence</subject><subject>Fault lines</subject><subject>Finite difference method</subject><subject>Footwalls</subject><subject>Geology</subject><subject>Hanging walls</subject><subject>Impact strength</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Mines</subject><subject>Mutation</subject><subject>Production capacity</subject><subject>Simulation models</subject><subject>Stress distribution</subject><subject>Stress state</subject><subject>Surveys</subject><issn>2227-9717</issn><issn>2227-9717</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNpNkE9LxDAQxYMouKx78RMEvAnV_GmTxlup7iqseFBPHko3nWiW2tQkPey33-gKOpd5Az_ePB5C55Rcca7I9egpI4JSwY7QjDEmMyWpPP6nT9EihC1JoygvCzFDb89x6nbYDTh-AK7Gsbe6jTbdzuClHWwEfGuNAQ-DBmwHvALXu_dE9fjRDoCX7dRHvPJuGsMNrnDdBsA_rmfoxLR9gMXvnqPX5d1LfZ-tn1YPdbXONC3zmGkgRsqu1EXOuEqCapMCd7I0QFVRgpIbkmuuc9N1pu0o51QLYKQgRoliw-fo4uA7evc1QYjN1k1-SC8bTiQTgheKJeryQGnvQvBgmtHbz9bvGkqa7_6av_74HoJ4YTg</recordid><startdate>20240605</startdate><enddate>20240605</enddate><creator>Yuan, Jianbo</creator><creator>Wang, Chao</creator><creator>Liu, Zhigang</creator><creator>Lyu, Jingchao</creator><creator>Lu, Yajun</creator><creator>You, Wuchao</creator><creator>Yan, Jiazheng</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FH</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BBNVY</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>LK8</scope><scope>M7P</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><orcidid>https://orcid.org/0009-0006-3846-9033</orcidid><orcidid>https://orcid.org/0000-0002-9846-8562</orcidid></search><sort><creationdate>20240605</creationdate><title>Study on the Application of Finite Difference in Geological Mine Fault Groups: A Case Study</title><author>Yuan, Jianbo ; 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The study investigates the stress evolution characteristics within fault structure groups and their surrounding coal pillars and explores the extent to which these fault structure groups influence the stress distribution in coal pillars. Based on three-dimensional modeling technology, a transparent geological model of the geological environment of fault structure groups was constructed and finite difference software was used to generate a numerical simulation model. Two survey lines and four survey points were arranged to analyze the stress distribution of a coal pillar fault. The results show that the fault structure groups have obvious stress barrier effects. There is a 35 m stress reduction zone in the hanging wall of the fault and a 30 m stress increase zone in the footwall of the fault. Both FL-1 and FL-3 faults have a stress barrier effect in the hanging wall. The obvious stress increases in the footwall of the fault are 37.7 MPa and 33.5 MPa, respectively. 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subjects | Coal Coal mining Deterrence Fault lines Finite difference method Footwalls Geology Hanging walls Impact strength Mathematical analysis Mathematical models Mines Mutation Production capacity Simulation models Stress distribution Stress state Surveys |
title | Study on the Application of Finite Difference in Geological Mine Fault Groups: A Case Study |
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