New Insights Brought by Micro-Tomography to Better Understand Gas Transfer Property Variation and Coupling Effects in Salt Rocks
In the context of salt cavern applications, this experimental study is dedicated to the characterization of fluid transfer and poromechanical properties of salt rock under isotropic and/or deviatoric stresses. Triaxial test was used to investigate permeability variation with deviatoric stress and ti...
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Veröffentlicht in: | Rock mechanics and rock engineering 2021-12, Vol.54 (12), p.6457-6480 |
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description | In the context of salt cavern applications, this experimental study is dedicated to the characterization of fluid transfer and poromechanical properties of salt rock under isotropic and/or deviatoric stresses. Triaxial test was used to investigate permeability variation with deviatoric stress and time, and simultaneously to get damaged sample. Uniaxial test was also performed as it is more likely to produce damaged sample with cracks, thus highlighting the crucial role of cracking on permeability and couplings. Those pre-damaged samples were then tested again under hydrostatic loading to investigate damage effects and potential sealing/healing. Meanwhile, X-ray micro-tomography experiments were performed to evaluate the internal microstructural changes due to mechanical loadings. They revealed to be consistent with both the permeability evolution and the coupling effect intensity, which is characterized by Biot’s coefficient measurements. The damaged samples were found to have higher permeability and more significant coupling effects due to cracking. The results also support the hypothesis that fluid flows through cracks or grain joints and that couplings are mainly due to fluid pressure effect into those cracks. Time effects on permeability were detected for both hydrostatic and triaxial tests. |
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Triaxial test was used to investigate permeability variation with deviatoric stress and time, and simultaneously to get damaged sample. Uniaxial test was also performed as it is more likely to produce damaged sample with cracks, thus highlighting the crucial role of cracking on permeability and couplings. Those pre-damaged samples were then tested again under hydrostatic loading to investigate damage effects and potential sealing/healing. Meanwhile, X-ray micro-tomography experiments were performed to evaluate the internal microstructural changes due to mechanical loadings. They revealed to be consistent with both the permeability evolution and the coupling effect intensity, which is characterized by Biot’s coefficient measurements. The damaged samples were found to have higher permeability and more significant coupling effects due to cracking. The results also support the hypothesis that fluid flows through cracks or grain joints and that couplings are mainly due to fluid pressure effect into those cracks. Time effects on permeability were detected for both hydrostatic and triaxial tests.</description><identifier>ISSN: 0723-2632</identifier><identifier>EISSN: 1434-453X</identifier><identifier>DOI: 10.1007/s00603-021-02634-5</identifier><language>eng</language><publisher>Vienna: Springer Vienna</publisher><subject>Civil Engineering ; Connectors ; Couplings ; Cracking (fracturing) ; Cracks ; Damage ; Earth and Environmental Science ; Earth Sciences ; Fluid dynamics ; Fluid flow ; Fluid pressure ; Gas exchange ; Geophysics/Geodesy ; Joints (timber) ; Mechanics ; Original Paper ; Permeability ; Physics ; Pressure effects ; Rocks ; Salts ; Tomography ; Triaxial tests ; Uniaxial tests ; X ray microtomography</subject><ispartof>Rock mechanics and rock engineering, 2021-12, Vol.54 (12), p.6457-6480</ispartof><rights>The Author(s), under exclusive licence to Springer-Verlag GmbH Austria, part of Springer Nature 2021</rights><rights>The Author(s), under exclusive licence to Springer-Verlag GmbH Austria, part of Springer Nature 2021.</rights><rights>Distributed under a Creative Commons Attribution 4.0 International License</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c353t-8694569f149a8579c339131611ba80074390c3fc2fac7acdc9989bd30b68bbee3</citedby><cites>FETCH-LOGICAL-c353t-8694569f149a8579c339131611ba80074390c3fc2fac7acdc9989bd30b68bbee3</cites><orcidid>0000-0003-4349-8438</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00603-021-02634-5$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00603-021-02634-5$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>230,314,776,780,881,27903,27904,41467,42536,51297</link.rule.ids><backlink>$$Uhttps://hal.science/hal-04494782$$DView record in HAL$$Hfree_for_read</backlink></links><search><creatorcontrib>Zhang, Dongmei</creatorcontrib><creatorcontrib>Agostini, Franck</creatorcontrib><creatorcontrib>Jeannin, Laurent</creatorcontrib><creatorcontrib>Skoczylas, Frédéric</creatorcontrib><title>New Insights Brought by Micro-Tomography to Better Understand Gas Transfer Property Variation and Coupling Effects in Salt Rocks</title><title>Rock mechanics and rock engineering</title><addtitle>Rock Mech Rock Eng</addtitle><description>In the context of salt cavern applications, this experimental study is dedicated to the characterization of fluid transfer and poromechanical properties of salt rock under isotropic and/or deviatoric stresses. Triaxial test was used to investigate permeability variation with deviatoric stress and time, and simultaneously to get damaged sample. Uniaxial test was also performed as it is more likely to produce damaged sample with cracks, thus highlighting the crucial role of cracking on permeability and couplings. Those pre-damaged samples were then tested again under hydrostatic loading to investigate damage effects and potential sealing/healing. Meanwhile, X-ray micro-tomography experiments were performed to evaluate the internal microstructural changes due to mechanical loadings. They revealed to be consistent with both the permeability evolution and the coupling effect intensity, which is characterized by Biot’s coefficient measurements. The damaged samples were found to have higher permeability and more significant coupling effects due to cracking. The results also support the hypothesis that fluid flows through cracks or grain joints and that couplings are mainly due to fluid pressure effect into those cracks. Time effects on permeability were detected for both hydrostatic and triaxial tests.</description><subject>Civil Engineering</subject><subject>Connectors</subject><subject>Couplings</subject><subject>Cracking (fracturing)</subject><subject>Cracks</subject><subject>Damage</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Fluid dynamics</subject><subject>Fluid flow</subject><subject>Fluid pressure</subject><subject>Gas exchange</subject><subject>Geophysics/Geodesy</subject><subject>Joints (timber)</subject><subject>Mechanics</subject><subject>Original Paper</subject><subject>Permeability</subject><subject>Physics</subject><subject>Pressure effects</subject><subject>Rocks</subject><subject>Salts</subject><subject>Tomography</subject><subject>Triaxial tests</subject><subject>Uniaxial tests</subject><subject>X ray microtomography</subject><issn>0723-2632</issn><issn>1434-453X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp9kUtPAyEUhYnRxFr9A65IXLkYhYF5sGyb2japj2hr3BGGMu3UFkagmtn506WO0Z0Lws293zmQewA4x-gKI5RdO4RSRCIU43BSQqPkAHQwDQVNyMsh6KAsJlGYxMfgxLk1QmGY5R3weac-4ES7arnyDvat2YUCFg28raQ10cxszdKKetVAb2Bfea8snOuFss4LvYAj4eDMCu3K0H-wplbWN_BZ2Er4ymi4ZwZmV28qvYTDslQyvFJp-CQ2Hj4a-epOwVEpNk6d_dxdML8ZzgbjaHo_mgx600iShPgoTxlNUlZiykSeZEwSwjDBKcaFyMMGKGFIklLGpZCZkAvJWM6KBUFFmheFUqQLLlvfldjw2lZbYRtuRMXHvSnf9xCljGZ5_I4De9GytTVvO-U8X5ud1eF7PE5RnKcUZ3sqbqmwKOesKn9tMeL7VHibCg-p8O9UeBJEpBW5AOulsn_W_6i-APGxj3M</recordid><startdate>20211201</startdate><enddate>20211201</enddate><creator>Zhang, Dongmei</creator><creator>Agostini, Franck</creator><creator>Jeannin, Laurent</creator><creator>Skoczylas, Frédéric</creator><general>Springer Vienna</general><general>Springer Nature B.V</general><general>Springer Verlag</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7TN</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope><scope>1XC</scope><orcidid>https://orcid.org/0000-0003-4349-8438</orcidid></search><sort><creationdate>20211201</creationdate><title>New Insights Brought by Micro-Tomography to Better Understand Gas Transfer Property Variation and Coupling Effects in Salt Rocks</title><author>Zhang, Dongmei ; 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Triaxial test was used to investigate permeability variation with deviatoric stress and time, and simultaneously to get damaged sample. Uniaxial test was also performed as it is more likely to produce damaged sample with cracks, thus highlighting the crucial role of cracking on permeability and couplings. Those pre-damaged samples were then tested again under hydrostatic loading to investigate damage effects and potential sealing/healing. Meanwhile, X-ray micro-tomography experiments were performed to evaluate the internal microstructural changes due to mechanical loadings. They revealed to be consistent with both the permeability evolution and the coupling effect intensity, which is characterized by Biot’s coefficient measurements. The damaged samples were found to have higher permeability and more significant coupling effects due to cracking. 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subjects | Civil Engineering Connectors Couplings Cracking (fracturing) Cracks Damage Earth and Environmental Science Earth Sciences Fluid dynamics Fluid flow Fluid pressure Gas exchange Geophysics/Geodesy Joints (timber) Mechanics Original Paper Permeability Physics Pressure effects Rocks Salts Tomography Triaxial tests Uniaxial tests X ray microtomography |
title | New Insights Brought by Micro-Tomography to Better Understand Gas Transfer Property Variation and Coupling Effects in Salt Rocks |
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