Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions

The rock failure process is associated with acoustic emission (AE). Hence, violent rock failure processes such as rock burst under different stress paths in laboratory can be studied using the AE monitoring technique. In this paper, single-face dynamic unloading tests under true-triaxial condition w...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2010-02, Vol.47 (2), p.286-298
Hauptverfasser: He, M.C., Miao, J.L., Feng, J.L.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 298
container_issue 2
container_start_page 286
container_title International journal of rock mechanics and mining sciences (Oxford, England : 1997)
container_volume 47
creator He, M.C.
Miao, J.L.
Feng, J.L.
description The rock failure process is associated with acoustic emission (AE). Hence, violent rock failure processes such as rock burst under different stress paths in laboratory can be studied using the AE monitoring technique. In this paper, single-face dynamic unloading tests under true-triaxial condition were carried out for Paleozonic marine sedimentation limestone samples produced by blocks cored from 1140 m depth in Jiahe coal mine of China. Frequency-spectra analysis was conducted for the full-wave AE data and figures showing the relationship of frequency–amplitude of AE signals in rock burst stages were obtained. The dynamical damage process and characteristics of limestone under the test condition are summarized. It is found from the fast Fourier transformation (FFT) analysis of the AE signals that there exist two main frequency ranges, i.e. lower (60–100 kHz), and higher (170–190 kHz), for the samples. When the limestone samples are under relatively lower stress, the AE signals are characterized by high frequency and low amplitude. As the stress increases, the AE signals tend to shift more towards a signature of high amplitude. Near the bursting failure of the rock samples, it is observed that there are much higher amplitude and lower frequency events. The AE accumulated energy release rapidly increases from the unloading state of the rock samples to its failure. The dynamic unloading test facility provides a useful tool to gain an insight into the characteristics of rock bursts.
doi_str_mv 10.1016/j.ijrmms.2009.09.003
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_753735201</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S1365160909001427</els_id><sourcerecordid>753735201</sourcerecordid><originalsourceid>FETCH-LOGICAL-a457t-8a32dc7b809fd3f5e4b7f0594416ce40bc18cd1162654d49419bb2a2ced801c93</originalsourceid><addsrcrecordid>eNp9kEuLFTEQhRtRcBz9By6yEVd9TTpJPzaCDL5gQBBdh3SlWuvanYyptOi_N80dXAoFFYpzUvWdpnmu5ElJ1b86n-ict41PnZTT6SipHzRXahx0a6yxD-tb97ZVvZweN0-Yz1LKvuuHqyZ_TvBDzHvmIu5yAmQWaRErbcglRRQ-BkGFhYe0cyEQuBEzpSjgu88eCmY65iz2GDCLkndsSyb_m_xaZ2vygeI3ASkGKtXHT5tHi18Zn9336-bru7dfbj60t5_ef7x5c9t6Y4fSjl53AYZ5lNMS9GLRzMMi7WSM6gGNnEGNEJSqHNYEMxk1zXPnO8AwSgWTvm5eXv6tXD_3iuPq5YDr6iNWFjdYPWjbSVWV5qKEnJgzLu4u0-bzH6ekOxJ2Z3dJ2B0Ju6OkrrYX9ws8g1-X7CMQ__N2nVWT6Q_d64sOK-0vwuwYCGM9lDJCcSHR_xf9BXqjloA</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>753735201</pqid></control><display><type>article</type><title>Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions</title><source>Access via ScienceDirect (Elsevier)</source><creator>He, M.C. ; Miao, J.L. ; Feng, J.L.</creator><creatorcontrib>He, M.C. ; Miao, J.L. ; Feng, J.L.</creatorcontrib><description>The rock failure process is associated with acoustic emission (AE). Hence, violent rock failure processes such as rock burst under different stress paths in laboratory can be studied using the AE monitoring technique. In this paper, single-face dynamic unloading tests under true-triaxial condition were carried out for Paleozonic marine sedimentation limestone samples produced by blocks cored from 1140 m depth in Jiahe coal mine of China. Frequency-spectra analysis was conducted for the full-wave AE data and figures showing the relationship of frequency–amplitude of AE signals in rock burst stages were obtained. The dynamical damage process and characteristics of limestone under the test condition are summarized. It is found from the fast Fourier transformation (FFT) analysis of the AE signals that there exist two main frequency ranges, i.e. lower (60–100 kHz), and higher (170–190 kHz), for the samples. When the limestone samples are under relatively lower stress, the AE signals are characterized by high frequency and low amplitude. As the stress increases, the AE signals tend to shift more towards a signature of high amplitude. Near the bursting failure of the rock samples, it is observed that there are much higher amplitude and lower frequency events. The AE accumulated energy release rapidly increases from the unloading state of the rock samples to its failure. The dynamic unloading test facility provides a useful tool to gain an insight into the characteristics of rock bursts.</description><identifier>ISSN: 1365-1609</identifier><identifier>EISSN: 1873-4545</identifier><identifier>DOI: 10.1016/j.ijrmms.2009.09.003</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Acoustic emission ; Amplitudes ; Applied sciences ; Buildings. Public works ; Crack propagation ; Dynamic unloading ; Dynamics ; Exact sciences and technology ; Failure ; Fast Fourier transformation ; Geotechnics ; Limestone ; Rock ; Rock burst process ; Rock bursts ; Soil mechanics. Rocks mechanics ; Stresses</subject><ispartof>International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2010-02, Vol.47 (2), p.286-298</ispartof><rights>2009 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a457t-8a32dc7b809fd3f5e4b7f0594416ce40bc18cd1162654d49419bb2a2ced801c93</citedby><cites>FETCH-LOGICAL-a457t-8a32dc7b809fd3f5e4b7f0594416ce40bc18cd1162654d49419bb2a2ced801c93</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.ijrmms.2009.09.003$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>315,782,786,3554,27933,27934,46004</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=22519463$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>He, M.C.</creatorcontrib><creatorcontrib>Miao, J.L.</creatorcontrib><creatorcontrib>Feng, J.L.</creatorcontrib><title>Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions</title><title>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</title><description>The rock failure process is associated with acoustic emission (AE). Hence, violent rock failure processes such as rock burst under different stress paths in laboratory can be studied using the AE monitoring technique. In this paper, single-face dynamic unloading tests under true-triaxial condition were carried out for Paleozonic marine sedimentation limestone samples produced by blocks cored from 1140 m depth in Jiahe coal mine of China. Frequency-spectra analysis was conducted for the full-wave AE data and figures showing the relationship of frequency–amplitude of AE signals in rock burst stages were obtained. The dynamical damage process and characteristics of limestone under the test condition are summarized. It is found from the fast Fourier transformation (FFT) analysis of the AE signals that there exist two main frequency ranges, i.e. lower (60–100 kHz), and higher (170–190 kHz), for the samples. When the limestone samples are under relatively lower stress, the AE signals are characterized by high frequency and low amplitude. As the stress increases, the AE signals tend to shift more towards a signature of high amplitude. Near the bursting failure of the rock samples, it is observed that there are much higher amplitude and lower frequency events. The AE accumulated energy release rapidly increases from the unloading state of the rock samples to its failure. The dynamic unloading test facility provides a useful tool to gain an insight into the characteristics of rock bursts.</description><subject>Acoustic emission</subject><subject>Amplitudes</subject><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Crack propagation</subject><subject>Dynamic unloading</subject><subject>Dynamics</subject><subject>Exact sciences and technology</subject><subject>Failure</subject><subject>Fast Fourier transformation</subject><subject>Geotechnics</subject><subject>Limestone</subject><subject>Rock</subject><subject>Rock burst process</subject><subject>Rock bursts</subject><subject>Soil mechanics. Rocks mechanics</subject><subject>Stresses</subject><issn>1365-1609</issn><issn>1873-4545</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNp9kEuLFTEQhRtRcBz9By6yEVd9TTpJPzaCDL5gQBBdh3SlWuvanYyptOi_N80dXAoFFYpzUvWdpnmu5ElJ1b86n-ict41PnZTT6SipHzRXahx0a6yxD-tb97ZVvZweN0-Yz1LKvuuHqyZ_TvBDzHvmIu5yAmQWaRErbcglRRQ-BkGFhYe0cyEQuBEzpSjgu88eCmY65iz2GDCLkndsSyb_m_xaZ2vygeI3ASkGKtXHT5tHi18Zn9336-bru7dfbj60t5_ef7x5c9t6Y4fSjl53AYZ5lNMS9GLRzMMi7WSM6gGNnEGNEJSqHNYEMxk1zXPnO8AwSgWTvm5eXv6tXD_3iuPq5YDr6iNWFjdYPWjbSVWV5qKEnJgzLu4u0-bzH6ekOxJ2Z3dJ2B0Ju6OkrrYX9ws8g1-X7CMQ__N2nVWT6Q_d64sOK-0vwuwYCGM9lDJCcSHR_xf9BXqjloA</recordid><startdate>20100201</startdate><enddate>20100201</enddate><creator>He, M.C.</creator><creator>Miao, J.L.</creator><creator>Feng, J.L.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20100201</creationdate><title>Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions</title><author>He, M.C. ; Miao, J.L. ; Feng, J.L.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a457t-8a32dc7b809fd3f5e4b7f0594416ce40bc18cd1162654d49419bb2a2ced801c93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Acoustic emission</topic><topic>Amplitudes</topic><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Crack propagation</topic><topic>Dynamic unloading</topic><topic>Dynamics</topic><topic>Exact sciences and technology</topic><topic>Failure</topic><topic>Fast Fourier transformation</topic><topic>Geotechnics</topic><topic>Limestone</topic><topic>Rock</topic><topic>Rock burst process</topic><topic>Rock bursts</topic><topic>Soil mechanics. Rocks mechanics</topic><topic>Stresses</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>He, M.C.</creatorcontrib><creatorcontrib>Miao, J.L.</creatorcontrib><creatorcontrib>Feng, J.L.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</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>He, M.C.</au><au>Miao, J.L.</au><au>Feng, J.L.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions</atitle><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle><date>2010-02-01</date><risdate>2010</risdate><volume>47</volume><issue>2</issue><spage>286</spage><epage>298</epage><pages>286-298</pages><issn>1365-1609</issn><eissn>1873-4545</eissn><abstract>The rock failure process is associated with acoustic emission (AE). Hence, violent rock failure processes such as rock burst under different stress paths in laboratory can be studied using the AE monitoring technique. In this paper, single-face dynamic unloading tests under true-triaxial condition were carried out for Paleozonic marine sedimentation limestone samples produced by blocks cored from 1140 m depth in Jiahe coal mine of China. Frequency-spectra analysis was conducted for the full-wave AE data and figures showing the relationship of frequency–amplitude of AE signals in rock burst stages were obtained. The dynamical damage process and characteristics of limestone under the test condition are summarized. It is found from the fast Fourier transformation (FFT) analysis of the AE signals that there exist two main frequency ranges, i.e. lower (60–100 kHz), and higher (170–190 kHz), for the samples. When the limestone samples are under relatively lower stress, the AE signals are characterized by high frequency and low amplitude. As the stress increases, the AE signals tend to shift more towards a signature of high amplitude. Near the bursting failure of the rock samples, it is observed that there are much higher amplitude and lower frequency events. The AE accumulated energy release rapidly increases from the unloading state of the rock samples to its failure. The dynamic unloading test facility provides a useful tool to gain an insight into the characteristics of rock bursts.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijrmms.2009.09.003</doi><tpages>13</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1365-1609
ispartof International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2010-02, Vol.47 (2), p.286-298
issn 1365-1609
1873-4545
language eng
recordid cdi_proquest_miscellaneous_753735201
source Access via ScienceDirect (Elsevier)
subjects Acoustic emission
Amplitudes
Applied sciences
Buildings. Public works
Crack propagation
Dynamic unloading
Dynamics
Exact sciences and technology
Failure
Fast Fourier transformation
Geotechnics
Limestone
Rock
Rock burst process
Rock bursts
Soil mechanics. Rocks mechanics
Stresses
title Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-11-29T01%3A42%3A22IST&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=Rock%20burst%20process%20of%20limestone%20and%20its%20acoustic%20emission%20characteristics%20under%20true-triaxial%20unloading%20conditions&rft.jtitle=International%20journal%20of%20rock%20mechanics%20and%20mining%20sciences%20(Oxford,%20England%20:%201997)&rft.au=He,%20M.C.&rft.date=2010-02-01&rft.volume=47&rft.issue=2&rft.spage=286&rft.epage=298&rft.pages=286-298&rft.issn=1365-1609&rft.eissn=1873-4545&rft_id=info:doi/10.1016/j.ijrmms.2009.09.003&rft_dat=%3Cproquest_cross%3E753735201%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=753735201&rft_id=info:pmid/&rft_els_id=S1365160909001427&rfr_iscdi=true