Experimental Researches on Long-Term Strength of Granite Gneiss
It is important to confirm the long-term strength of rock materials for the purpose of evaluating the long-term stability of rock engineering. In this study, a series of triaxial creep tests were conducted on granite gneiss under different pore pressures. Based on the test data, we proposed two new...
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| Format: | Article |
| Language: | English |
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Wiley
2015-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2015/187616 |
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| author | Lin Liu Weiya Xu |
| author_facet | Lin Liu Weiya Xu |
| author_sort | Lin Liu |
| collection | DOAJ |
| description | It is important to confirm the long-term strength of rock materials for the purpose of evaluating the long-term stability of rock engineering. In this study, a series of triaxial creep tests were conducted on granite gneiss under different pore pressures. Based on the test data, we proposed two new quantitative methods, tangent method and intersection method, to confirm the long-term strength of rock. Meanwhile, the isochronous stress-strain curve method was adopted to make sure of the accuracy and operability of the two new methods. It is concluded that the new methods are suitable for the study of the long-term strength of rock. The effect of pore pressure on the long-term strength of rock in triaxial creep tests is also discussed. |
| format | Article |
| id | doaj-art-788a297884834055a22778004b8b1992 |
| institution | Kabale University |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2015-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-788a297884834055a22778004b8b19922025-02-03T05:46:41ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422015-01-01201510.1155/2015/187616187616Experimental Researches on Long-Term Strength of Granite GneissLin Liu0Weiya Xu1Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, ChinaKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, ChinaIt is important to confirm the long-term strength of rock materials for the purpose of evaluating the long-term stability of rock engineering. In this study, a series of triaxial creep tests were conducted on granite gneiss under different pore pressures. Based on the test data, we proposed two new quantitative methods, tangent method and intersection method, to confirm the long-term strength of rock. Meanwhile, the isochronous stress-strain curve method was adopted to make sure of the accuracy and operability of the two new methods. It is concluded that the new methods are suitable for the study of the long-term strength of rock. The effect of pore pressure on the long-term strength of rock in triaxial creep tests is also discussed.http://dx.doi.org/10.1155/2015/187616 |
| spellingShingle | Lin Liu Weiya Xu Experimental Researches on Long-Term Strength of Granite Gneiss Advances in Materials Science and Engineering |
| title | Experimental Researches on Long-Term Strength of Granite Gneiss |
| title_full | Experimental Researches on Long-Term Strength of Granite Gneiss |
| title_fullStr | Experimental Researches on Long-Term Strength of Granite Gneiss |
| title_full_unstemmed | Experimental Researches on Long-Term Strength of Granite Gneiss |
| title_short | Experimental Researches on Long-Term Strength of Granite Gneiss |
| title_sort | experimental researches on long term strength of granite gneiss |
| url | http://dx.doi.org/10.1155/2015/187616 |
| work_keys_str_mv | AT linliu experimentalresearchesonlongtermstrengthofgranitegneiss AT weiyaxu experimentalresearchesonlongtermstrengthofgranitegneiss |