Constitutive model of frozen red sandstone based on ice-solid binary medium
Based on the triaxial compression test results of frozen red sandstone, combined with rock failure characteristics, the frozen rock is considered that load is shared by the solid particle skeleton and pore ice based on the binary medium concept. According to the principle of equal chemical potential...
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Published in | Arabian journal of geosciences Vol. 14; no. 16 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Cham
Springer International Publishing
01.08.2021
Springer Nature B.V |
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Abstract | Based on the triaxial compression test results of frozen red sandstone, combined with rock failure characteristics, the frozen rock is considered that load is shared by the solid particle skeleton and pore ice based on the binary medium concept. According to the principle of equal chemical potential energy during the transition of the ice-water phase and the load damage law of frozen rock, combined with Hooke’s law when the geomaterial is under load, the binary medium constitutive model of frozen red sandstone is established. According to the triaxial compression test of red sandstone under different low temperatures and confining pressure conditions, the parameters of the binary medium constitutive model are determined through parameter identification. Based on the binary medium model, it is found that theoretical curve shows a good correlation with the test curve, which can better simulate the linear elastic, plastic yielding, and strain softening stages of frozen rock. Therefore, the frozen rock constitutive model based on ice and solid binary media is feasible. |
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AbstractList | Based on the triaxial compression test results of frozen red sandstone, combined with rock failure characteristics, the frozen rock is considered that load is shared by the solid particle skeleton and pore ice based on the binary medium concept. According to the principle of equal chemical potential energy during the transition of the ice-water phase and the load damage law of frozen rock, combined with Hooke’s law when the geomaterial is under load, the binary medium constitutive model of frozen red sandstone is established. According to the triaxial compression test of red sandstone under different low temperatures and confining pressure conditions, the parameters of the binary medium constitutive model are determined through parameter identification. Based on the binary medium model, it is found that theoretical curve shows a good correlation with the test curve, which can better simulate the linear elastic, plastic yielding, and strain softening stages of frozen rock. Therefore, the frozen rock constitutive model based on ice and solid binary media is feasible. |
ArticleNumber | 1616 |
Author | Li, Zuyong Yang, Gengshe |
Author_xml | – sequence: 1 givenname: Zuyong surname: Li fullname: Li, Zuyong email: 1101093962@qq.com organization: School of Architecture and Civil Engineering, Xi’an University of Science and Technology – sequence: 2 givenname: Gengshe surname: Yang fullname: Yang, Gengshe organization: School of Architecture and Civil Engineering, Xi’an University of Science and Technology |
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CitedBy_id | crossref_primary_10_1007_s11440_023_01861_0 crossref_primary_10_1061_JCRGEI_CRENG_688 crossref_primary_10_1016_j_coldregions_2022_103517 crossref_primary_10_3390_app12136454 crossref_primary_10_1155_2022_2156710 crossref_primary_10_3390_w15122297 crossref_primary_10_1155_2022_6988812 crossref_primary_10_1007_s10064_023_03227_y |
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Keywords | Chemical potential Triaxial compression Binary medium model Damage evolution Frozen rock |
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Snippet | Based on the triaxial compression test results of frozen red sandstone, combined with rock failure characteristics, the frozen rock is considered that load is... |
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SubjectTerms | Chemical potential Compression Constitutive models Earth and Environmental Science Earth science Earth Sciences Ground ice Ice Ice loads Low temperature Mathematical models Original Paper Parameter identification Plastic deformation Potential energy Rocks Sandstone Sedimentary rocks Triaxial compression tests |
Title | Constitutive model of frozen red sandstone based on ice-solid binary medium |
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