The influence of sample bending on deformation rate analysis stress reconstruction

Deformation Rate Analysis (DRA) [1] utilises the stress-strain curves obtained from uniaxial tests on rock samples to reconstruct the in-situ stress the rock was subjected to. The approach is based on examining the inelastic strain between two successive loading cycles in a uniaxial test. The loadin...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2013-12, Vol.64, p.90-95
Hauptverfasser: Hsieh, A., Dyskin, A.V., Dight, P.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 95
container_issue
container_start_page 90
container_title International journal of rock mechanics and mining sciences (Oxford, England : 1997)
container_volume 64
creator Hsieh, A.
Dyskin, A.V.
Dight, P.
description Deformation Rate Analysis (DRA) [1] utilises the stress-strain curves obtained from uniaxial tests on rock samples to reconstruct the in-situ stress the rock was subjected to. The approach is based on examining the inelastic strain between two successive loading cycles in a uniaxial test. The loading programme is shown in Fig. 1.
doi_str_mv 10.1016/j.ijrmms.2013.08.027
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1671543381</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S1365160913001421</els_id><sourcerecordid>1520947016</sourcerecordid><originalsourceid>FETCH-LOGICAL-a425t-7ad19c357b200e8ad7dffcba96504e3a5ae39af3e5b187224b345dcc4b3ffd733</originalsourceid><addsrcrecordid>eNqFkE1r3DAQhk1JoUnaf9CDLoFc7OrTsi-FEJK2ECiU9CzG0qjRYstbjbeQf18tG3pMT_MenneGeZrmo-Cd4KL_tOvSriwLdZIL1fGh49K-ac7FYFWrjTZnNavetKLn47vmgmjHOe9lb8-bH49PyFKO8wGzR7ZGRrDsZ2QT5pDyL7ZmFjCuZYEt1VxgQwYZ5mdKxGgrSMQK-jXXfPBH5n3zNsJM-OFlXjY_7-8eb7-2D9-_fLu9eWhBS7O1FoIYvTJ2kpzjAMGGGP0EY2-4RgUGUI0QFZqpPiKlnpQ2wfs6YwxWqcvm-rR3X9bfB6TNLYk8zjNkXA_kRG-F0UoN4v-okXzUtrqsqD6hvqxEBaPbl7RAeXaCu6Ntt3Mn2-5o2_HBVdu1dvVyAcjDHAtkn-hfVw5VuB545T6fOKxm_iQsjnw6qg-pWtxcWNPrh_4CpFaYuw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1520947016</pqid></control><display><type>article</type><title>The influence of sample bending on deformation rate analysis stress reconstruction</title><source>Elsevier ScienceDirect Journals Complete</source><creator>Hsieh, A. ; Dyskin, A.V. ; Dight, P.</creator><creatorcontrib>Hsieh, A. ; Dyskin, A.V. ; Dight, P.</creatorcontrib><description>Deformation Rate Analysis (DRA) [1] utilises the stress-strain curves obtained from uniaxial tests on rock samples to reconstruct the in-situ stress the rock was subjected to. The approach is based on examining the inelastic strain between two successive loading cycles in a uniaxial test. The loading programme is shown in Fig. 1.</description><identifier>ISSN: 1365-1609</identifier><identifier>EISSN: 1873-4545</identifier><identifier>DOI: 10.1016/j.ijrmms.2013.08.027</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Applied sciences ; Bending ; Buildings. Public works ; Deformation ; Exact sciences and technology ; Geotechnics ; Rock ; Soil mechanics. Rocks mechanics ; Strain ; Stress strain curves ; Stress-strain relationships ; Stresses ; Uniaxial tests</subject><ispartof>International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2013-12, Vol.64, p.90-95</ispartof><rights>2013 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a425t-7ad19c357b200e8ad7dffcba96504e3a5ae39af3e5b187224b345dcc4b3ffd733</citedby><cites>FETCH-LOGICAL-a425t-7ad19c357b200e8ad7dffcba96504e3a5ae39af3e5b187224b345dcc4b3ffd733</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.2013.08.027$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=28006480$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Hsieh, A.</creatorcontrib><creatorcontrib>Dyskin, A.V.</creatorcontrib><creatorcontrib>Dight, P.</creatorcontrib><title>The influence of sample bending on deformation rate analysis stress reconstruction</title><title>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</title><description>Deformation Rate Analysis (DRA) [1] utilises the stress-strain curves obtained from uniaxial tests on rock samples to reconstruct the in-situ stress the rock was subjected to. The approach is based on examining the inelastic strain between two successive loading cycles in a uniaxial test. The loading programme is shown in Fig. 1.</description><subject>Applied sciences</subject><subject>Bending</subject><subject>Buildings. Public works</subject><subject>Deformation</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Rock</subject><subject>Soil mechanics. Rocks mechanics</subject><subject>Strain</subject><subject>Stress strain curves</subject><subject>Stress-strain relationships</subject><subject>Stresses</subject><subject>Uniaxial tests</subject><issn>1365-1609</issn><issn>1873-4545</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNqFkE1r3DAQhk1JoUnaf9CDLoFc7OrTsi-FEJK2ECiU9CzG0qjRYstbjbeQf18tG3pMT_MenneGeZrmo-Cd4KL_tOvSriwLdZIL1fGh49K-ac7FYFWrjTZnNavetKLn47vmgmjHOe9lb8-bH49PyFKO8wGzR7ZGRrDsZ2QT5pDyL7ZmFjCuZYEt1VxgQwYZ5mdKxGgrSMQK-jXXfPBH5n3zNsJM-OFlXjY_7-8eb7-2D9-_fLu9eWhBS7O1FoIYvTJ2kpzjAMGGGP0EY2-4RgUGUI0QFZqpPiKlnpQ2wfs6YwxWqcvm-rR3X9bfB6TNLYk8zjNkXA_kRG-F0UoN4v-okXzUtrqsqD6hvqxEBaPbl7RAeXaCu6Ntt3Mn2-5o2_HBVdu1dvVyAcjDHAtkn-hfVw5VuB545T6fOKxm_iQsjnw6qg-pWtxcWNPrh_4CpFaYuw</recordid><startdate>20131201</startdate><enddate>20131201</enddate><creator>Hsieh, A.</creator><creator>Dyskin, A.V.</creator><creator>Dight, P.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20131201</creationdate><title>The influence of sample bending on deformation rate analysis stress reconstruction</title><author>Hsieh, A. ; Dyskin, A.V. ; Dight, P.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a425t-7ad19c357b200e8ad7dffcba96504e3a5ae39af3e5b187224b345dcc4b3ffd733</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Applied sciences</topic><topic>Bending</topic><topic>Buildings. Public works</topic><topic>Deformation</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Rock</topic><topic>Soil mechanics. Rocks mechanics</topic><topic>Strain</topic><topic>Stress strain curves</topic><topic>Stress-strain relationships</topic><topic>Stresses</topic><topic>Uniaxial tests</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hsieh, A.</creatorcontrib><creatorcontrib>Dyskin, A.V.</creatorcontrib><creatorcontrib>Dight, P.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy &amp; Non-Living Resources</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</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>Hsieh, A.</au><au>Dyskin, A.V.</au><au>Dight, P.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>The influence of sample bending on deformation rate analysis stress reconstruction</atitle><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle><date>2013-12-01</date><risdate>2013</risdate><volume>64</volume><spage>90</spage><epage>95</epage><pages>90-95</pages><issn>1365-1609</issn><eissn>1873-4545</eissn><abstract>Deformation Rate Analysis (DRA) [1] utilises the stress-strain curves obtained from uniaxial tests on rock samples to reconstruct the in-situ stress the rock was subjected to. The approach is based on examining the inelastic strain between two successive loading cycles in a uniaxial test. The loading programme is shown in Fig. 1.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijrmms.2013.08.027</doi><tpages>6</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1365-1609
ispartof International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2013-12, Vol.64, p.90-95
issn 1365-1609
1873-4545
language eng
recordid cdi_proquest_miscellaneous_1671543381
source Elsevier ScienceDirect Journals Complete
subjects Applied sciences
Bending
Buildings. Public works
Deformation
Exact sciences and technology
Geotechnics
Rock
Soil mechanics. Rocks mechanics
Strain
Stress strain curves
Stress-strain relationships
Stresses
Uniaxial tests
title The influence of sample bending on deformation rate analysis stress reconstruction
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-05T09%3A21%3A02IST&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=The%20influence%20of%20sample%20bending%20on%20deformation%20rate%20analysis%20stress%20reconstruction&rft.jtitle=International%20journal%20of%20rock%20mechanics%20and%20mining%20sciences%20(Oxford,%20England%20:%201997)&rft.au=Hsieh,%20A.&rft.date=2013-12-01&rft.volume=64&rft.spage=90&rft.epage=95&rft.pages=90-95&rft.issn=1365-1609&rft.eissn=1873-4545&rft_id=info:doi/10.1016/j.ijrmms.2013.08.027&rft_dat=%3Cproquest_cross%3E1520947016%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=1520947016&rft_id=info:pmid/&rft_els_id=S1365160913001421&rfr_iscdi=true