Damage Strengthening Constitutive Model of Cemented Paste Backfill
In order to consider the influence of mesoscopic characteristics of materials on the constitutive model of cemented paste backfill (CPB), the uniaxial compression variables and the damage constitutive model, considering the influence of porosity and pore size of filling materials, were derived based...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/5593983 |
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| author | Kangli Cheng Bingbing Tu Lang Liu Bo Zhang Huafu Qiu |
| author_facet | Kangli Cheng Bingbing Tu Lang Liu Bo Zhang Huafu Qiu |
| author_sort | Kangli Cheng |
| collection | DOAJ |
| description | In order to consider the influence of mesoscopic characteristics of materials on the constitutive model of cemented paste backfill (CPB), the uniaxial compression variables and the damage constitutive model, considering the influence of porosity and pore size of filling materials, were derived based on the strain equivalence principle and Weibull probability distribution function. The nuclear magnetic resonance (NMR) tests and unconfined compression strength (UCS) tests were carried out on 8 groups of CPB specimens with different slurry concentrations and cement-tailings ratios. Then, the expression of damage strengthening coefficient is determined, and the stress-strain curves measured by the theoretical model were compared with the experimental ones. The results show that the uniaxial compression constitutive model proposed is in good agreement with UCS test results and can effectively describe the damage evolution law and the development process of stress-strain curve of CPB under uniaxial compression. The 28-day compressive strength of CPB can reach 8 MPa, the residual strength is about 1∼2 MPa, the elastic modulus is about 200∼2000 MPa, and the porosity is about 3∼5%. The CPB with slurry concentration of 74% and 76% and cement-tailings ratio of 1 : 4 and 1 : 6 is more reasonable, and the relevant mechanical parameters are more stable. |
| format | Article |
| id | doaj-art-f4eef9b6ec9147a0b6ae5f9e2ad56141 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-f4eef9b6ec9147a0b6ae5f9e2ad561412025-02-03T05:58:30ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/55939835593983Damage Strengthening Constitutive Model of Cemented Paste BackfillKangli Cheng0Bingbing Tu1Lang Liu2Bo Zhang3Huafu Qiu4Energy School, Xi’an University of Science and Technology, Xi’an 710054, ChinaCollege of Science, Xi’an University of Science and Technology, Xi’an 710054, ChinaEnergy School, Xi’an University of Science and Technology, Xi’an 710054, ChinaEnergy School, Xi’an University of Science and Technology, Xi’an 710054, ChinaEnergy School, Xi’an University of Science and Technology, Xi’an 710054, ChinaIn order to consider the influence of mesoscopic characteristics of materials on the constitutive model of cemented paste backfill (CPB), the uniaxial compression variables and the damage constitutive model, considering the influence of porosity and pore size of filling materials, were derived based on the strain equivalence principle and Weibull probability distribution function. The nuclear magnetic resonance (NMR) tests and unconfined compression strength (UCS) tests were carried out on 8 groups of CPB specimens with different slurry concentrations and cement-tailings ratios. Then, the expression of damage strengthening coefficient is determined, and the stress-strain curves measured by the theoretical model were compared with the experimental ones. The results show that the uniaxial compression constitutive model proposed is in good agreement with UCS test results and can effectively describe the damage evolution law and the development process of stress-strain curve of CPB under uniaxial compression. The 28-day compressive strength of CPB can reach 8 MPa, the residual strength is about 1∼2 MPa, the elastic modulus is about 200∼2000 MPa, and the porosity is about 3∼5%. The CPB with slurry concentration of 74% and 76% and cement-tailings ratio of 1 : 4 and 1 : 6 is more reasonable, and the relevant mechanical parameters are more stable.http://dx.doi.org/10.1155/2021/5593983 |
| spellingShingle | Kangli Cheng Bingbing Tu Lang Liu Bo Zhang Huafu Qiu Damage Strengthening Constitutive Model of Cemented Paste Backfill Advances in Civil Engineering |
| title | Damage Strengthening Constitutive Model of Cemented Paste Backfill |
| title_full | Damage Strengthening Constitutive Model of Cemented Paste Backfill |
| title_fullStr | Damage Strengthening Constitutive Model of Cemented Paste Backfill |
| title_full_unstemmed | Damage Strengthening Constitutive Model of Cemented Paste Backfill |
| title_short | Damage Strengthening Constitutive Model of Cemented Paste Backfill |
| title_sort | damage strengthening constitutive model of cemented paste backfill |
| url | http://dx.doi.org/10.1155/2021/5593983 |
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