A new protective destressing technique in underground hard coal mining
Mining-induced stress accumulates in the immediate excavation borders to propose a risk of sudden and violent failure in the form of high-velocity ejection of rock fragments. Rockburst has become a major stability problem in hard rock mining as underground operations progress deeper down the earth....
Gespeichert in:
Veröffentlicht in: | International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2020-06, Vol.130, p.104327, Article 104327 |
---|---|
Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | |
---|---|
container_issue | |
container_start_page | 104327 |
container_title | International journal of rock mechanics and mining sciences (Oxford, England : 1997) |
container_volume | 130 |
creator | Yardimci, Ahmet Gunes Karakus, Murat |
description | Mining-induced stress accumulates in the immediate excavation borders to propose a risk of sudden and violent failure in the form of high-velocity ejection of rock fragments. Rockburst has become a major stability problem in hard rock mining as underground operations progress deeper down the earth. Likewise, coalburst exhibits a similar failure mechanism in relatively lower depths due to its low strength but high brittle characteristics. Commonly, stress manipulation techniques have been used to mitigate the risk of coalburst. Destress blasting offers a fast and significant decrease in stress concentration within the coal seam compared to the alternative destressing techniques. Stress accumulation shifts away from the excavation face and the fractured zone performs as a cushion between the overstressed region and the working panel. This study evaluates the conventional destressing techniques and proposes a novel method based on the simulations of an underground longwall mine located in New South Wales, Australia. Discontinuous rock media motivated the use of 3-dimensional Distinct Element Method (DEM) for modeling. Discrete Fracture Networks (DFN) were tested in terms of their capability to degrade the rock strength both on lab and field scale simulations. Later, an alternative method was developed to implement the fractured rock mass by eliminating the computational difficulties of DFN. Destress blasting was evaluated in terms of the location and roof stability measures. Despite its significance, blasting creates a violent and sudden impact on the rock mass, which is hard to control. Coalface undercutting was proposed as a new destressing technique. Undercut dimensions required for an effective stress-free cushion were studied in terms of numerical simulations. Later, a practical tool was developed by ‘Adaptive Neuro Fuzzy Inference System’ (ANFIS) in order to predict the effective undercut dimensions. Finally, some practical application guidelines were established for the new method.
[Display omitted] |
doi_str_mv | 10.1016/j.ijrmms.2020.104327 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2440489248</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S1365160919305131</els_id><sourcerecordid>2440489248</sourcerecordid><originalsourceid>FETCH-LOGICAL-a357t-26ffe009ebb7868b77ecb91ddffccaee314d0f8ddd6d1e50b3dcf5c09dcaad6c3</originalsourceid><addsrcrecordid>eNp9kEFPwzAMhSMEEmPwDzhE4tyRtGnaXpCmiQHSJC5wjtLY2VKt6Ui6If49mcqZk62n52f7I-SeswVnXD52C9eFvo-LnOVnSRR5dUFmvK6KTJSivEx9IcuMS9Zck5sYO8aYzGU1I-sl9fhND2EY0YzuhBQwjgFjdH5Lk7bz7uuI1Hl69IBhG4ZU6U4HoGbQe9o7n5y35MrqfcS7vzonn-vnj9Vrtnl_eVstN5kuymrMcmktMtZg21a1rNuqQtM2HMBaYzRiwQUwWwOABI4lawswtjSsAaM1SFPMycOUmw5OZ8VRdcMx-LRS5UIwUTe5qJNLTC4ThhgDWnUIrtfhR3GmzsRUpyZi6kxMTcTS2NM0humDk8OgonHoDYILCY6Cwf0f8Av0Jnig</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2440489248</pqid></control><display><type>article</type><title>A new protective destressing technique in underground hard coal mining</title><source>Access via ScienceDirect (Elsevier)</source><creator>Yardimci, Ahmet Gunes ; Karakus, Murat</creator><creatorcontrib>Yardimci, Ahmet Gunes ; Karakus, Murat</creatorcontrib><description>Mining-induced stress accumulates in the immediate excavation borders to propose a risk of sudden and violent failure in the form of high-velocity ejection of rock fragments. Rockburst has become a major stability problem in hard rock mining as underground operations progress deeper down the earth. Likewise, coalburst exhibits a similar failure mechanism in relatively lower depths due to its low strength but high brittle characteristics. Commonly, stress manipulation techniques have been used to mitigate the risk of coalburst. Destress blasting offers a fast and significant decrease in stress concentration within the coal seam compared to the alternative destressing techniques. Stress accumulation shifts away from the excavation face and the fractured zone performs as a cushion between the overstressed region and the working panel. This study evaluates the conventional destressing techniques and proposes a novel method based on the simulations of an underground longwall mine located in New South Wales, Australia. Discontinuous rock media motivated the use of 3-dimensional Distinct Element Method (DEM) for modeling. Discrete Fracture Networks (DFN) were tested in terms of their capability to degrade the rock strength both on lab and field scale simulations. Later, an alternative method was developed to implement the fractured rock mass by eliminating the computational difficulties of DFN. Destress blasting was evaluated in terms of the location and roof stability measures. Despite its significance, blasting creates a violent and sudden impact on the rock mass, which is hard to control. Coalface undercutting was proposed as a new destressing technique. Undercut dimensions required for an effective stress-free cushion were studied in terms of numerical simulations. Later, a practical tool was developed by ‘Adaptive Neuro Fuzzy Inference System’ (ANFIS) in order to predict the effective undercut dimensions. Finally, some practical application guidelines were established for the new method.
[Display omitted]</description><identifier>ISSN: 1365-1609</identifier><identifier>EISSN: 1873-4545</identifier><identifier>DOI: 10.1016/j.ijrmms.2020.104327</identifier><language>eng</language><publisher>Berlin: Elsevier Ltd</publisher><subject>Adaptive systems ; Artificial neural networks ; Blasting ; Coal mines ; Coal mining ; Coalburst ; Computer simulation ; Destress blasting ; Discrete element method ; Evaluation ; Excavation ; Failure mechanisms ; Fuzzy logic ; Longwall mining ; Mathematical models ; Mining ; Risk reduction ; Rock masses ; Rockbursts ; Rocks ; Simulation ; Stability analysis ; Stress concentration ; Three dimensional models ; Undercutting ; Underground mines ; Underground mining</subject><ispartof>International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2020-06, Vol.130, p.104327, Article 104327</ispartof><rights>2020 Elsevier Ltd</rights><rights>Copyright Elsevier BV Jun 2020</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a357t-26ffe009ebb7868b77ecb91ddffccaee314d0f8ddd6d1e50b3dcf5c09dcaad6c3</citedby><cites>FETCH-LOGICAL-a357t-26ffe009ebb7868b77ecb91ddffccaee314d0f8ddd6d1e50b3dcf5c09dcaad6c3</cites><orcidid>0000-0002-3508-7033</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.ijrmms.2020.104327$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids></links><search><creatorcontrib>Yardimci, Ahmet Gunes</creatorcontrib><creatorcontrib>Karakus, Murat</creatorcontrib><title>A new protective destressing technique in underground hard coal mining</title><title>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</title><description>Mining-induced stress accumulates in the immediate excavation borders to propose a risk of sudden and violent failure in the form of high-velocity ejection of rock fragments. Rockburst has become a major stability problem in hard rock mining as underground operations progress deeper down the earth. Likewise, coalburst exhibits a similar failure mechanism in relatively lower depths due to its low strength but high brittle characteristics. Commonly, stress manipulation techniques have been used to mitigate the risk of coalburst. Destress blasting offers a fast and significant decrease in stress concentration within the coal seam compared to the alternative destressing techniques. Stress accumulation shifts away from the excavation face and the fractured zone performs as a cushion between the overstressed region and the working panel. This study evaluates the conventional destressing techniques and proposes a novel method based on the simulations of an underground longwall mine located in New South Wales, Australia. Discontinuous rock media motivated the use of 3-dimensional Distinct Element Method (DEM) for modeling. Discrete Fracture Networks (DFN) were tested in terms of their capability to degrade the rock strength both on lab and field scale simulations. Later, an alternative method was developed to implement the fractured rock mass by eliminating the computational difficulties of DFN. Destress blasting was evaluated in terms of the location and roof stability measures. Despite its significance, blasting creates a violent and sudden impact on the rock mass, which is hard to control. Coalface undercutting was proposed as a new destressing technique. Undercut dimensions required for an effective stress-free cushion were studied in terms of numerical simulations. Later, a practical tool was developed by ‘Adaptive Neuro Fuzzy Inference System’ (ANFIS) in order to predict the effective undercut dimensions. Finally, some practical application guidelines were established for the new method.
[Display omitted]</description><subject>Adaptive systems</subject><subject>Artificial neural networks</subject><subject>Blasting</subject><subject>Coal mines</subject><subject>Coal mining</subject><subject>Coalburst</subject><subject>Computer simulation</subject><subject>Destress blasting</subject><subject>Discrete element method</subject><subject>Evaluation</subject><subject>Excavation</subject><subject>Failure mechanisms</subject><subject>Fuzzy logic</subject><subject>Longwall mining</subject><subject>Mathematical models</subject><subject>Mining</subject><subject>Risk reduction</subject><subject>Rock masses</subject><subject>Rockbursts</subject><subject>Rocks</subject><subject>Simulation</subject><subject>Stability analysis</subject><subject>Stress concentration</subject><subject>Three dimensional models</subject><subject>Undercutting</subject><subject>Underground mines</subject><subject>Underground mining</subject><issn>1365-1609</issn><issn>1873-4545</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp9kEFPwzAMhSMEEmPwDzhE4tyRtGnaXpCmiQHSJC5wjtLY2VKt6Ui6If49mcqZk62n52f7I-SeswVnXD52C9eFvo-LnOVnSRR5dUFmvK6KTJSivEx9IcuMS9Zck5sYO8aYzGU1I-sl9fhND2EY0YzuhBQwjgFjdH5Lk7bz7uuI1Hl69IBhG4ZU6U4HoGbQe9o7n5y35MrqfcS7vzonn-vnj9Vrtnl_eVstN5kuymrMcmktMtZg21a1rNuqQtM2HMBaYzRiwQUwWwOABI4lawswtjSsAaM1SFPMycOUmw5OZ8VRdcMx-LRS5UIwUTe5qJNLTC4ThhgDWnUIrtfhR3GmzsRUpyZi6kxMTcTS2NM0humDk8OgonHoDYILCY6Cwf0f8Av0Jnig</recordid><startdate>202006</startdate><enddate>202006</enddate><creator>Yardimci, Ahmet Gunes</creator><creator>Karakus, Murat</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0002-3508-7033</orcidid></search><sort><creationdate>202006</creationdate><title>A new protective destressing technique in underground hard coal mining</title><author>Yardimci, Ahmet Gunes ; Karakus, Murat</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a357t-26ffe009ebb7868b77ecb91ddffccaee314d0f8ddd6d1e50b3dcf5c09dcaad6c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Adaptive systems</topic><topic>Artificial neural networks</topic><topic>Blasting</topic><topic>Coal mines</topic><topic>Coal mining</topic><topic>Coalburst</topic><topic>Computer simulation</topic><topic>Destress blasting</topic><topic>Discrete element method</topic><topic>Evaluation</topic><topic>Excavation</topic><topic>Failure mechanisms</topic><topic>Fuzzy logic</topic><topic>Longwall mining</topic><topic>Mathematical models</topic><topic>Mining</topic><topic>Risk reduction</topic><topic>Rock masses</topic><topic>Rockbursts</topic><topic>Rocks</topic><topic>Simulation</topic><topic>Stability analysis</topic><topic>Stress concentration</topic><topic>Three dimensional models</topic><topic>Undercutting</topic><topic>Underground mines</topic><topic>Underground mining</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yardimci, Ahmet Gunes</creatorcontrib><creatorcontrib>Karakus, Murat</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yardimci, Ahmet Gunes</au><au>Karakus, Murat</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A new protective destressing technique in underground hard coal mining</atitle><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle><date>2020-06</date><risdate>2020</risdate><volume>130</volume><spage>104327</spage><pages>104327-</pages><artnum>104327</artnum><issn>1365-1609</issn><eissn>1873-4545</eissn><abstract>Mining-induced stress accumulates in the immediate excavation borders to propose a risk of sudden and violent failure in the form of high-velocity ejection of rock fragments. Rockburst has become a major stability problem in hard rock mining as underground operations progress deeper down the earth. Likewise, coalburst exhibits a similar failure mechanism in relatively lower depths due to its low strength but high brittle characteristics. Commonly, stress manipulation techniques have been used to mitigate the risk of coalburst. Destress blasting offers a fast and significant decrease in stress concentration within the coal seam compared to the alternative destressing techniques. Stress accumulation shifts away from the excavation face and the fractured zone performs as a cushion between the overstressed region and the working panel. This study evaluates the conventional destressing techniques and proposes a novel method based on the simulations of an underground longwall mine located in New South Wales, Australia. Discontinuous rock media motivated the use of 3-dimensional Distinct Element Method (DEM) for modeling. Discrete Fracture Networks (DFN) were tested in terms of their capability to degrade the rock strength both on lab and field scale simulations. Later, an alternative method was developed to implement the fractured rock mass by eliminating the computational difficulties of DFN. Destress blasting was evaluated in terms of the location and roof stability measures. Despite its significance, blasting creates a violent and sudden impact on the rock mass, which is hard to control. Coalface undercutting was proposed as a new destressing technique. Undercut dimensions required for an effective stress-free cushion were studied in terms of numerical simulations. Later, a practical tool was developed by ‘Adaptive Neuro Fuzzy Inference System’ (ANFIS) in order to predict the effective undercut dimensions. Finally, some practical application guidelines were established for the new method.
[Display omitted]</abstract><cop>Berlin</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijrmms.2020.104327</doi><orcidid>https://orcid.org/0000-0002-3508-7033</orcidid></addata></record> |
fulltext | fulltext |
identifier | ISSN: 1365-1609 |
ispartof | International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2020-06, Vol.130, p.104327, Article 104327 |
issn | 1365-1609 1873-4545 |
language | eng |
recordid | cdi_proquest_journals_2440489248 |
source | Access via ScienceDirect (Elsevier) |
subjects | Adaptive systems Artificial neural networks Blasting Coal mines Coal mining Coalburst Computer simulation Destress blasting Discrete element method Evaluation Excavation Failure mechanisms Fuzzy logic Longwall mining Mathematical models Mining Risk reduction Rock masses Rockbursts Rocks Simulation Stability analysis Stress concentration Three dimensional models Undercutting Underground mines Underground mining |
title | A new protective destressing technique in underground hard coal mining |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-19T09%3A56%3A04IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=A%20new%20protective%20destressing%20technique%20in%20underground%20hard%20coal%20mining&rft.jtitle=International%20journal%20of%20rock%20mechanics%20and%20mining%20sciences%20(Oxford,%20England%20:%201997)&rft.au=Yardimci,%20Ahmet%20Gunes&rft.date=2020-06&rft.volume=130&rft.spage=104327&rft.pages=104327-&rft.artnum=104327&rft.issn=1365-1609&rft.eissn=1873-4545&rft_id=info:doi/10.1016/j.ijrmms.2020.104327&rft_dat=%3Cproquest_cross%3E2440489248%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2440489248&rft_id=info:pmid/&rft_els_id=S1365160919305131&rfr_iscdi=true |