Fatigue Behavior of Granite Subjected to Cyclic Loading Under Triaxial Compression Condition
A series of laboratory tests were performed to examine the fatigue behavior of granite subjected to cyclic loading under triaxial compression condition. In these tests, the influences of volumetric change and residual strain on the deformation modulus of granite under triaxial cyclic compression wer...
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Veröffentlicht in: | Rock mechanics and rock engineering 2013-11, Vol.46 (6), p.1603-1615 |
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description | A series of laboratory tests were performed to examine the fatigue behavior of granite subjected to cyclic loading under triaxial compression condition. In these tests, the influences of volumetric change and residual strain on the deformation modulus of granite under triaxial cyclic compression were investigated. It is shown that the fatigue behavior of granite varies with the tendency for volumetric change in triaxial cyclic compression tests. In the stress–strain space, there are three domains for fatigue behavior of rock subjected to cyclic loading, namely the volumetric compaction, volumetric dilation with strain-hardening behavior, and volumetric dilation with strain-softening behavior domains. In the different domains, the microscopic mechanisms for rock deformation are different. It was also found that the stress level corresponding to the transition from volumetric compaction to volumetric dilation could be considered as the threshold for fatigue failure. The potential of fatigue deformation was compared with that of plastic deformation. The comparison shows that rocks exhibit higher resistances to volumetric deformation under cyclic loading than under plastic loading. The influence of residual strain on the fatigue behavior of rock was also investigated. It was found that the axial residual strain could be a better option to describe the fatigue behavior of rock than the loading cycle number. A constitutive model for the fatigue behavior of rock subjected to cyclic loading is proposed according to the test results and discussion. In the model, the axial residual strain is considered as an internal state variable. The influences of confining pressure and peak deviatoric stress on the deformation modulus are considered in a term named the equivalent stress. Comparison of test results with model predictions shows that the proposed model is capable of describing the prepeak fatigue behavior of rock subjected to cyclic loading. |
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In these tests, the influences of volumetric change and residual strain on the deformation modulus of granite under triaxial cyclic compression were investigated. It is shown that the fatigue behavior of granite varies with the tendency for volumetric change in triaxial cyclic compression tests. In the stress–strain space, there are three domains for fatigue behavior of rock subjected to cyclic loading, namely the volumetric compaction, volumetric dilation with strain-hardening behavior, and volumetric dilation with strain-softening behavior domains. In the different domains, the microscopic mechanisms for rock deformation are different. It was also found that the stress level corresponding to the transition from volumetric compaction to volumetric dilation could be considered as the threshold for fatigue failure. The potential of fatigue deformation was compared with that of plastic deformation. The comparison shows that rocks exhibit higher resistances to volumetric deformation under cyclic loading than under plastic loading. The influence of residual strain on the fatigue behavior of rock was also investigated. It was found that the axial residual strain could be a better option to describe the fatigue behavior of rock than the loading cycle number. A constitutive model for the fatigue behavior of rock subjected to cyclic loading is proposed according to the test results and discussion. In the model, the axial residual strain is considered as an internal state variable. The influences of confining pressure and peak deviatoric stress on the deformation modulus are considered in a term named the equivalent stress. Comparison of test results with model predictions shows that the proposed model is capable of describing the prepeak fatigue behavior of rock subjected to cyclic loading.</description><identifier>ISSN: 0723-2632</identifier><identifier>EISSN: 1434-453X</identifier><identifier>DOI: 10.1007/s00603-013-0387-6</identifier><identifier>CODEN: RMREDX</identifier><language>eng</language><publisher>Vienna: Springer Vienna</publisher><subject>Applied sciences ; Buildings. Public works ; Civil Engineering ; Compaction ; Computation methods. Tables. Charts ; Cyclic loads ; Deformation ; Earth and Environmental Science ; Earth Sciences ; Exact sciences and technology ; Fatigue (materials) ; Fatigue failure ; Fatigue tests ; Geophysics/Geodesy ; Geotechnics ; Granite ; Igneous rocks ; Laboratory tests ; Load ; Mathematical models ; Original Paper ; Rock ; Rock deformation ; Rocks ; Soil investigations. Testing ; Soil mechanics. Rocks mechanics ; Strain ; Structural analysis. Stresses</subject><ispartof>Rock mechanics and rock engineering, 2013-11, Vol.46 (6), p.1603-1615</ispartof><rights>Springer-Verlag Wien 2013</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a468t-2fe91edaca434aa3ce5d2500ad3fe2de28f5b6d92244b53fa4e87e97354188b93</citedby><cites>FETCH-LOGICAL-a468t-2fe91edaca434aa3ce5d2500ad3fe2de28f5b6d92244b53fa4e87e97354188b93</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00603-013-0387-6$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00603-013-0387-6$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=27907121$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Wang, Zhechao</creatorcontrib><creatorcontrib>Li, Shucai</creatorcontrib><creatorcontrib>Qiao, Liping</creatorcontrib><creatorcontrib>Zhao, Jiangang</creatorcontrib><title>Fatigue Behavior of Granite Subjected to Cyclic Loading Under Triaxial Compression Condition</title><title>Rock mechanics and rock engineering</title><addtitle>Rock Mech Rock Eng</addtitle><description>A series of laboratory tests were performed to examine the fatigue behavior of granite subjected to cyclic loading under triaxial compression condition. In these tests, the influences of volumetric change and residual strain on the deformation modulus of granite under triaxial cyclic compression were investigated. It is shown that the fatigue behavior of granite varies with the tendency for volumetric change in triaxial cyclic compression tests. In the stress–strain space, there are three domains for fatigue behavior of rock subjected to cyclic loading, namely the volumetric compaction, volumetric dilation with strain-hardening behavior, and volumetric dilation with strain-softening behavior domains. In the different domains, the microscopic mechanisms for rock deformation are different. It was also found that the stress level corresponding to the transition from volumetric compaction to volumetric dilation could be considered as the threshold for fatigue failure. The potential of fatigue deformation was compared with that of plastic deformation. The comparison shows that rocks exhibit higher resistances to volumetric deformation under cyclic loading than under plastic loading. The influence of residual strain on the fatigue behavior of rock was also investigated. It was found that the axial residual strain could be a better option to describe the fatigue behavior of rock than the loading cycle number. A constitutive model for the fatigue behavior of rock subjected to cyclic loading is proposed according to the test results and discussion. In the model, the axial residual strain is considered as an internal state variable. The influences of confining pressure and peak deviatoric stress on the deformation modulus are considered in a term named the equivalent stress. Comparison of test results with model predictions shows that the proposed model is capable of describing the prepeak fatigue behavior of rock subjected to cyclic loading.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Civil Engineering</subject><subject>Compaction</subject><subject>Computation methods. Tables. Charts</subject><subject>Cyclic loads</subject><subject>Deformation</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Exact sciences and technology</subject><subject>Fatigue (materials)</subject><subject>Fatigue failure</subject><subject>Fatigue tests</subject><subject>Geophysics/Geodesy</subject><subject>Geotechnics</subject><subject>Granite</subject><subject>Igneous rocks</subject><subject>Laboratory tests</subject><subject>Load</subject><subject>Mathematical models</subject><subject>Original Paper</subject><subject>Rock</subject><subject>Rock deformation</subject><subject>Rocks</subject><subject>Soil investigations. Testing</subject><subject>Soil mechanics. Rocks mechanics</subject><subject>Strain</subject><subject>Structural analysis. Stresses</subject><issn>0723-2632</issn><issn>1434-453X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp1kE1rGzEQhkVoIa6bH5CboBR62VSfq91ja_IFhhySQA4BMZZmXZn1ypF2S_3vK-MQSqAHoYF55uXlIeScswvOmPmeGauZrBgvTzamqk_IjCupKqXl0wcyY0bIStRSnJJPOW8YK0vTzMjzFYxhPSH9ib_gd4iJxo5eJxjCiPR-Wm3QjejpGOli7_rg6DKCD8OaPg4eE31IAf4E6OkibncJcw5xKPPgw1imz-RjB33Gs9d_Th6vLh8WN9Xy7vp28WNZgaqbsRIdthw9OCiFAaRD7YVmDLzsUHgUTadXtW-FUGqlZQcKG4OtkVrxplm1ck6-HXN3Kb5MmEe7Ddlh38OAccqW14YrzZTWBf3yDt3EKQ2lneVKSVErUSzNCT9SLsWcE3Z2l8IW0t5yZg--7dG3Lb7twbc93Hx9TYbsoO-KQxfy26EwLTNc8MKJI5fLalhj-qfBf8P_AkwYj2A</recordid><startdate>20131101</startdate><enddate>20131101</enddate><creator>Wang, Zhechao</creator><creator>Li, Shucai</creator><creator>Qiao, Liping</creator><creator>Zhao, Jiangang</creator><general>Springer Vienna</general><general>Springer</general><general>Springer Nature B.V</general><scope>IQODW</scope><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>PHGZM</scope><scope>PHGZT</scope><scope>PKEHL</scope><scope>PQEST</scope><scope>PQGLB</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope></search><sort><creationdate>20131101</creationdate><title>Fatigue Behavior of Granite Subjected to Cyclic Loading Under Triaxial Compression Condition</title><author>Wang, Zhechao ; Li, Shucai ; Qiao, Liping ; Zhao, Jiangang</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a468t-2fe91edaca434aa3ce5d2500ad3fe2de28f5b6d92244b53fa4e87e97354188b93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Civil Engineering</topic><topic>Compaction</topic><topic>Computation methods. Tables. Charts</topic><topic>Cyclic loads</topic><topic>Deformation</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Exact sciences and technology</topic><topic>Fatigue (materials)</topic><topic>Fatigue failure</topic><topic>Fatigue tests</topic><topic>Geophysics/Geodesy</topic><topic>Geotechnics</topic><topic>Granite</topic><topic>Igneous rocks</topic><topic>Laboratory tests</topic><topic>Load</topic><topic>Mathematical models</topic><topic>Original Paper</topic><topic>Rock</topic><topic>Rock deformation</topic><topic>Rocks</topic><topic>Soil investigations. Testing</topic><topic>Soil mechanics. Rocks mechanics</topic><topic>Strain</topic><topic>Structural analysis. Stresses</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Zhechao</creatorcontrib><creatorcontrib>Li, Shucai</creatorcontrib><creatorcontrib>Qiao, Liping</creatorcontrib><creatorcontrib>Zhao, Jiangang</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Science Database</collection><collection>Engineering Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest Central (New)</collection><collection>ProQuest One Academic (New)</collection><collection>ProQuest One Academic Middle East (New)</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Applied & Life Sciences</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><collection>ProQuest Central Basic</collection><jtitle>Rock mechanics and rock engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Zhechao</au><au>Li, Shucai</au><au>Qiao, Liping</au><au>Zhao, Jiangang</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Fatigue Behavior of Granite Subjected to Cyclic Loading Under Triaxial Compression Condition</atitle><jtitle>Rock mechanics and rock engineering</jtitle><stitle>Rock Mech Rock Eng</stitle><date>2013-11-01</date><risdate>2013</risdate><volume>46</volume><issue>6</issue><spage>1603</spage><epage>1615</epage><pages>1603-1615</pages><issn>0723-2632</issn><eissn>1434-453X</eissn><coden>RMREDX</coden><abstract>A series of laboratory tests were performed to examine the fatigue behavior of granite subjected to cyclic loading under triaxial compression condition. In these tests, the influences of volumetric change and residual strain on the deformation modulus of granite under triaxial cyclic compression were investigated. It is shown that the fatigue behavior of granite varies with the tendency for volumetric change in triaxial cyclic compression tests. In the stress–strain space, there are three domains for fatigue behavior of rock subjected to cyclic loading, namely the volumetric compaction, volumetric dilation with strain-hardening behavior, and volumetric dilation with strain-softening behavior domains. In the different domains, the microscopic mechanisms for rock deformation are different. It was also found that the stress level corresponding to the transition from volumetric compaction to volumetric dilation could be considered as the threshold for fatigue failure. The potential of fatigue deformation was compared with that of plastic deformation. The comparison shows that rocks exhibit higher resistances to volumetric deformation under cyclic loading than under plastic loading. The influence of residual strain on the fatigue behavior of rock was also investigated. It was found that the axial residual strain could be a better option to describe the fatigue behavior of rock than the loading cycle number. A constitutive model for the fatigue behavior of rock subjected to cyclic loading is proposed according to the test results and discussion. In the model, the axial residual strain is considered as an internal state variable. The influences of confining pressure and peak deviatoric stress on the deformation modulus are considered in a term named the equivalent stress. Comparison of test results with model predictions shows that the proposed model is capable of describing the prepeak fatigue behavior of rock subjected to cyclic loading.</abstract><cop>Vienna</cop><pub>Springer Vienna</pub><doi>10.1007/s00603-013-0387-6</doi><tpages>13</tpages></addata></record> |
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subjects | Applied sciences Buildings. Public works Civil Engineering Compaction Computation methods. Tables. Charts Cyclic loads Deformation Earth and Environmental Science Earth Sciences Exact sciences and technology Fatigue (materials) Fatigue failure Fatigue tests Geophysics/Geodesy Geotechnics Granite Igneous rocks Laboratory tests Load Mathematical models Original Paper Rock Rock deformation Rocks Soil investigations. Testing Soil mechanics. Rocks mechanics Strain Structural analysis. Stresses |
title | Fatigue Behavior of Granite Subjected to Cyclic Loading Under Triaxial Compression Condition |
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