Experimental investigation on characteristics of strength recovery and pore structure of Jilin ball clay under freeze–thaw cycles
Freeze–thaw cycles are frequently overlooked as a pivotal factor contributing to leakage and structural failures in clayey soil-impermeable barriers used in landfills or tailings repositories in regions subject to seasonal freezing. This investigation explores the recovery and residual strength prop...
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| Published in | Scientific reports Vol. 14; no. 1; pp. 16659 - 13 |
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| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
London
Nature Publishing Group UK
19.07.2024
Nature Publishing Group Nature Portfolio |
| Subjects | |
| Online Access | Get full text |
| ISSN | 2045-2322 2045-2322 |
| DOI | 10.1038/s41598-024-67548-y |
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| Abstract | Freeze–thaw cycles are frequently overlooked as a pivotal factor contributing to leakage and structural failures in clayey soil-impermeable barriers used in landfills or tailings repositories in regions subject to seasonal freezing. This investigation explores the recovery and residual strength properties of Jilin ball clay undergoing six freeze–thaw cycles, and assesses the pore structure characteristics through a series of nuclear magnetic resonance (NMR) tests. The results indicate that normal stress has a greater impact on peak recovery strength than dry density and rest periods. Cohesion increases earlier and more significantly during rest periods compared to internal friction angle. Although the pore diameter remains consistent within the micropores during the freeze–thaw cycles, the soil’s structural integrity undergoes notable changes. The concluding analysis provides valuable insights for the construction and management of impermeable barriers in landfills or tailings repositories within seasonally frozen areas. |
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| AbstractList | Freeze-thaw cycles are frequently overlooked as a pivotal factor contributing to leakage and structural failures in clayey soil-impermeable barriers used in landfills or tailings repositories in regions subject to seasonal freezing. This investigation explores the recovery and residual strength properties of Jilin ball clay undergoing six freeze-thaw cycles, and assesses the pore structure characteristics through a series of nuclear magnetic resonance (NMR) tests. The results indicate that normal stress has a greater impact on peak recovery strength than dry density and rest periods. Cohesion increases earlier and more significantly during rest periods compared to internal friction angle. Although the pore diameter remains consistent within the micropores during the freeze-thaw cycles, the soil's structural integrity undergoes notable changes. The concluding analysis provides valuable insights for the construction and management of impermeable barriers in landfills or tailings repositories within seasonally frozen areas. Freeze-thaw cycles are frequently overlooked as a pivotal factor contributing to leakage and structural failures in clayey soil-impermeable barriers used in landfills or tailings repositories in regions subject to seasonal freezing. This investigation explores the recovery and residual strength properties of Jilin ball clay undergoing six freeze-thaw cycles, and assesses the pore structure characteristics through a series of nuclear magnetic resonance (NMR) tests. The results indicate that normal stress has a greater impact on peak recovery strength than dry density and rest periods. Cohesion increases earlier and more significantly during rest periods compared to internal friction angle. Although the pore diameter remains consistent within the micropores during the freeze-thaw cycles, the soil's structural integrity undergoes notable changes. The concluding analysis provides valuable insights for the construction and management of impermeable barriers in landfills or tailings repositories within seasonally frozen areas.Freeze-thaw cycles are frequently overlooked as a pivotal factor contributing to leakage and structural failures in clayey soil-impermeable barriers used in landfills or tailings repositories in regions subject to seasonal freezing. This investigation explores the recovery and residual strength properties of Jilin ball clay undergoing six freeze-thaw cycles, and assesses the pore structure characteristics through a series of nuclear magnetic resonance (NMR) tests. The results indicate that normal stress has a greater impact on peak recovery strength than dry density and rest periods. Cohesion increases earlier and more significantly during rest periods compared to internal friction angle. Although the pore diameter remains consistent within the micropores during the freeze-thaw cycles, the soil's structural integrity undergoes notable changes. The concluding analysis provides valuable insights for the construction and management of impermeable barriers in landfills or tailings repositories within seasonally frozen areas. Abstract Freeze–thaw cycles are frequently overlooked as a pivotal factor contributing to leakage and structural failures in clayey soil-impermeable barriers used in landfills or tailings repositories in regions subject to seasonal freezing. This investigation explores the recovery and residual strength properties of Jilin ball clay undergoing six freeze–thaw cycles, and assesses the pore structure characteristics through a series of nuclear magnetic resonance (NMR) tests. The results indicate that normal stress has a greater impact on peak recovery strength than dry density and rest periods. Cohesion increases earlier and more significantly during rest periods compared to internal friction angle. Although the pore diameter remains consistent within the micropores during the freeze–thaw cycles, the soil’s structural integrity undergoes notable changes. The concluding analysis provides valuable insights for the construction and management of impermeable barriers in landfills or tailings repositories within seasonally frozen areas. |
| ArticleNumber | 16659 |
| Author | Chen, Rong Chen, Kai Guo, Ruifeng Hao, Dongxue Gao, Yucong Liu, Xuejun |
| Author_xml | – sequence: 1 givenname: Yucong surname: Gao fullname: Gao, Yucong organization: School of Civil Engineering and Architecture, Northeast Electric Power University – sequence: 2 givenname: Dongxue surname: Hao fullname: Hao, Dongxue email: sm180523@163.com organization: School of Civil Engineering and Architecture, Northeast Electric Power University – sequence: 3 givenname: Xuejun surname: Liu fullname: Liu, Xuejun organization: Xinjiang Institute of Architectural Sciences (Limited Liability Company) – sequence: 4 givenname: Kai surname: Chen fullname: Chen, Kai organization: School of Civil Engineering and Architecture, Northeast Electric Power University – sequence: 5 givenname: Rong surname: Chen fullname: Chen, Rong organization: School of Civil Engineering and Architecture, Northeast Electric Power University – sequence: 6 givenname: Ruifeng surname: Guo fullname: Guo, Ruifeng organization: Jilin Baofeng Ball Clay Company |
| BackLink | https://www.ncbi.nlm.nih.gov/pubmed/39030232$$D View this record in MEDLINE/PubMed |
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| Keywords | Freeze–thaw cycle Pore structure Recovery and residual strength Ball clay |
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| Snippet | Freeze–thaw cycles are frequently overlooked as a pivotal factor contributing to leakage and structural failures in clayey soil-impermeable barriers used in... Freeze-thaw cycles are frequently overlooked as a pivotal factor contributing to leakage and structural failures in clayey soil-impermeable barriers used in... Abstract Freeze–thaw cycles are frequently overlooked as a pivotal factor contributing to leakage and structural failures in clayey soil-impermeable barriers... |
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| SubjectTerms | 639/166/986 704/172/4081 Ball clay Civil engineering Clay Freeze-thawing Freeze–thaw cycle Freezing Humanities and Social Sciences Landfill Landfills Mechanical properties multidisciplinary NMR Nuclear magnetic resonance Particle size Pore structure Recovery and residual strength Science Science (multidisciplinary) Shear tests Waste disposal sites |
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| Title | Experimental investigation on characteristics of strength recovery and pore structure of Jilin ball clay under freeze–thaw cycles |
| URI | https://link.springer.com/article/10.1038/s41598-024-67548-y https://www.ncbi.nlm.nih.gov/pubmed/39030232 https://www.proquest.com/docview/3082731878 https://www.proquest.com/docview/3082834370 https://pubmed.ncbi.nlm.nih.gov/PMC11271629 https://doaj.org/article/fc6f2d388cca4319b27abbc116aba524 |
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