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Loading rate-dependent frictional resistance of a sawcut fracture in granite for prediction of thermoshearing
The coupled TM behavior of fractured rock masses should be evaluated for the long-term safety of the deep geological repository. Thermally induced fracture shear slip, i.e., fracture thermoshearing, might cause increase in fracture permeability. In this study, the thermally induced shear slip of a s...
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Published in: | IOP conference series. Earth and environmental science 2021-10, Vol.861 (4), p.42125 |
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description | The coupled TM behavior of fractured rock masses should be evaluated for the long-term safety of the deep geological repository. Thermally induced fracture shear slip, i.e., fracture thermoshearing, might cause increase in fracture permeability. In this study, the thermally induced shear slip of a sawcut granite fracture was investigated in laboratory. Multistage biaxial shear test, consisting of mechanical shear test and thermoshearing test, was conducted on the true triaxial apparatus, and acoustic emission (AE) signals were recorded throughout the experiment. Effect of loading rate on frictional resistance of the fracture was investigated by conducting mechanical shear tests, and we found that friction coefficient of the fracture decreases in proportion to the increase in the logarithm of loading rate. Under mechanical loading rates of 1×10−3 MPa/s and 5×10−3 MPa/s, the failure envelopes with friction coefficients of 0.78 and 0.74 were obtained, respectively. Thermoshearing test was conducted via heating in the direction of the constant minimum principal stress while expansion was restricted in the other direction of the maximum principal stress. A maximum loading rate caused by thermal stress was observed at around 0.9×10−3 MPa/s. Shear slip of the fracture occurred during the heating, and this can be well predicted by the Mohr-Coulomb failure envelope, which was obtained from the mechanical shear test at a similar loading rate. |
doi_str_mv | 10.1088/1755-1315/861/4/042125 |
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Thermally induced fracture shear slip, i.e., fracture thermoshearing, might cause increase in fracture permeability. In this study, the thermally induced shear slip of a sawcut granite fracture was investigated in laboratory. Multistage biaxial shear test, consisting of mechanical shear test and thermoshearing test, was conducted on the true triaxial apparatus, and acoustic emission (AE) signals were recorded throughout the experiment. Effect of loading rate on frictional resistance of the fracture was investigated by conducting mechanical shear tests, and we found that friction coefficient of the fracture decreases in proportion to the increase in the logarithm of loading rate. Under mechanical loading rates of 1×10−3 MPa/s and 5×10−3 MPa/s, the failure envelopes with friction coefficients of 0.78 and 0.74 were obtained, respectively. Thermoshearing test was conducted via heating in the direction of the constant minimum principal stress while expansion was restricted in the other direction of the maximum principal stress. A maximum loading rate caused by thermal stress was observed at around 0.9×10−3 MPa/s. 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Earth and environmental science</title><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><description>The coupled TM behavior of fractured rock masses should be evaluated for the long-term safety of the deep geological repository. Thermally induced fracture shear slip, i.e., fracture thermoshearing, might cause increase in fracture permeability. In this study, the thermally induced shear slip of a sawcut granite fracture was investigated in laboratory. Multistage biaxial shear test, consisting of mechanical shear test and thermoshearing test, was conducted on the true triaxial apparatus, and acoustic emission (AE) signals were recorded throughout the experiment. Effect of loading rate on frictional resistance of the fracture was investigated by conducting mechanical shear tests, and we found that friction coefficient of the fracture decreases in proportion to the increase in the logarithm of loading rate. Under mechanical loading rates of 1×10−3 MPa/s and 5×10−3 MPa/s, the failure envelopes with friction coefficients of 0.78 and 0.74 were obtained, respectively. Thermoshearing test was conducted via heating in the direction of the constant minimum principal stress while expansion was restricted in the other direction of the maximum principal stress. A maximum loading rate caused by thermal stress was observed at around 0.9×10−3 MPa/s. Shear slip of the fracture occurred during the heating, and this can be well predicted by the Mohr-Coulomb failure envelope, which was obtained from the mechanical shear test at a similar loading rate.</description><subject>Acoustic emission</subject><subject>Acoustic emission testing</subject><subject>Coefficient of friction</subject><subject>Emission analysis</subject><subject>Fracture permeability</subject><subject>Friction</subject><subject>Friction resistance</subject><subject>Granite</subject><subject>Heating</subject><subject>Load distribution</subject><subject>Loading rate</subject><subject>Mechanical loading</subject><subject>Mohr-Coulomb theory</subject><subject>Permeability</subject><subject>Shear tests</subject><subject>Slip</subject><subject>Thermal stress</subject><issn>1755-1307</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>PIMPY</sourceid><recordid>eNqFkF1LwzAUhoMoOKd_QQLeeFObpGnaXsqYHzDwQr0OWXKyZWxNTVLEf29LRREEr3Igz_sezoPQJSU3lNR1TquyzGhBy7wWNOc54Yyy8gjNvj-Ov2dSnaKzGHeEiIoXzQwdVl4Z125wUAkyAx20BtqEbXA6Od-qPQ4QXUyq1YC9xQpH9a77kVA69QGwa_EmqNYlwNYH3AUwU3bE0xbCwcctqDBsOUcnVu0jXHy9c_R6t3xZPGSrp_vHxe0q0wVjZVYZYoQQBa-FKQtaVWDIWgjQVmtompIC43at1o0dLqWE0hrqyhKhRKOJIayYo6uptwv-rYeY5M73YTgmSlY2tKg55yMlJkoHH2MAK7vgDip8SErkqFaO1uRoUA5qJZeT2iF4PQWd736al8vnX5jsjB1Q9gf6T_8n9FeJCw</recordid><startdate>20211001</startdate><enddate>20211001</enddate><creator>Sun, Changlun</creator><creator>Zhuang, Li</creator><creator>Jung, Sunggyu</creator><creator>Lee, Jangguen</creator><creator>Yoon, Jeoung Seok</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>PATMY</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PYCSY</scope></search><sort><creationdate>20211001</creationdate><title>Loading rate-dependent frictional resistance of a sawcut fracture in granite for prediction of thermoshearing</title><author>Sun, Changlun ; Zhuang, Li ; Jung, Sunggyu ; Lee, Jangguen ; Yoon, Jeoung Seok</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3225-7d0d6663486d53177ed0b66ecfcce9951e24fbab9f21210118e87f06a69c0d023</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Acoustic emission</topic><topic>Acoustic emission testing</topic><topic>Coefficient of friction</topic><topic>Emission analysis</topic><topic>Fracture permeability</topic><topic>Friction</topic><topic>Friction resistance</topic><topic>Granite</topic><topic>Heating</topic><topic>Load distribution</topic><topic>Loading rate</topic><topic>Mechanical loading</topic><topic>Mohr-Coulomb theory</topic><topic>Permeability</topic><topic>Shear tests</topic><topic>Slip</topic><topic>Thermal stress</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Sun, Changlun</creatorcontrib><creatorcontrib>Zhuang, Li</creatorcontrib><creatorcontrib>Jung, Sunggyu</creatorcontrib><creatorcontrib>Lee, Jangguen</creatorcontrib><creatorcontrib>Yoon, Jeoung Seok</creatorcontrib><collection>Open Access: IOP Publishing Free Content</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>ProQuest Natural Science Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>Environmental Science Database</collection><collection>Publicly Available Content Database (Proquest) (PQ_SDU_P3)</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Environmental Science Collection</collection><jtitle>IOP conference series. Earth and environmental science</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Sun, Changlun</au><au>Zhuang, Li</au><au>Jung, Sunggyu</au><au>Lee, Jangguen</au><au>Yoon, Jeoung Seok</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Loading rate-dependent frictional resistance of a sawcut fracture in granite for prediction of thermoshearing</atitle><jtitle>IOP conference series. Earth and environmental science</jtitle><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><date>2021-10-01</date><risdate>2021</risdate><volume>861</volume><issue>4</issue><spage>42125</spage><pages>42125-</pages><issn>1755-1307</issn><eissn>1755-1315</eissn><abstract>The coupled TM behavior of fractured rock masses should be evaluated for the long-term safety of the deep geological repository. Thermally induced fracture shear slip, i.e., fracture thermoshearing, might cause increase in fracture permeability. In this study, the thermally induced shear slip of a sawcut granite fracture was investigated in laboratory. Multistage biaxial shear test, consisting of mechanical shear test and thermoshearing test, was conducted on the true triaxial apparatus, and acoustic emission (AE) signals were recorded throughout the experiment. Effect of loading rate on frictional resistance of the fracture was investigated by conducting mechanical shear tests, and we found that friction coefficient of the fracture decreases in proportion to the increase in the logarithm of loading rate. Under mechanical loading rates of 1×10−3 MPa/s and 5×10−3 MPa/s, the failure envelopes with friction coefficients of 0.78 and 0.74 were obtained, respectively. Thermoshearing test was conducted via heating in the direction of the constant minimum principal stress while expansion was restricted in the other direction of the maximum principal stress. A maximum loading rate caused by thermal stress was observed at around 0.9×10−3 MPa/s. Shear slip of the fracture occurred during the heating, and this can be well predicted by the Mohr-Coulomb failure envelope, which was obtained from the mechanical shear test at a similar loading rate.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1755-1315/861/4/042125</doi><tpages>10</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Acoustic emission Acoustic emission testing Coefficient of friction Emission analysis Fracture permeability Friction Friction resistance Granite Heating Load distribution Loading rate Mechanical loading Mohr-Coulomb theory Permeability Shear tests Slip Thermal stress |
title | Loading rate-dependent frictional resistance of a sawcut fracture in granite for prediction of thermoshearing |
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