An innovative method to determine the stress-dependency of Poisson’s ratio of granitic rocks
Abstract Uniaxial Compressive test (UCS) results are essential in evaluation the values of Poisson’s ratio. However, according to the suggestion of the International Society for Rock Mechanics, Poisson’s ratio can be determined using three alternative methods: the secant, average and tangent. Applyi...
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Nature Portfolio
2025-05-01
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| Online Access: | https://doi.org/10.1038/s41598-024-75892-2 |
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| author | Samad Narimani László Kovács Balázs Vásárhelyi |
| author_facet | Samad Narimani László Kovács Balázs Vásárhelyi |
| author_sort | Samad Narimani |
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| description | Abstract Uniaxial Compressive test (UCS) results are essential in evaluation the values of Poisson’s ratio. However, according to the suggestion of the International Society for Rock Mechanics, Poisson’s ratio can be determined using three alternative methods: the secant, average and tangent. Applying these methods causes discrepancies in the results; according to our experiences, the differences can be threefold or more. This paper aims to study the process of changes of Poisson’s ratio for intact rock during loading from micro-crack initiation to failure stage. The objective of this theoretical investigation is to establish a straightforward mathematical formulation between σ/σc and intact rock’s Poisson’s ratio value. To outline these changes forty two granite rocks were investigated from Bátaapáti radioactive waste repository (Hungary) and the calculation was performed by using the new formula from the beginning of loading till failure stage at UCS test. In the laboratory test program, Poisson’s ratio derived from standard tests varies with momentary stress; it steadily increases as stress rises until reaching the stress level causing unstable crack propagation. Additionally, the Poisson’s rate follows a linear increase with stress, up to the point of unstable crack propagation stress. The research demonstrated that the proposed equations provide competent values for the root mean squared error value (ranging from 0 to 0.04), the mean absolute percentage error (ranging from 0.6% to 18%) and the mean absolute error (ranging from 0 to 0.04). Contrary to previous ideas, our results suggest that the Poisson’s ratio is not a constant for rigid rocks. |
| format | Article |
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| institution | Kabale University |
| issn | 2045-2322 |
| language | English |
| publishDate | 2025-05-01 |
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| spelling | doaj-art-f78b1680759d4ef58670aecbf9f4f0422025-08-20T03:53:12ZengNature PortfolioScientific Reports2045-23222025-05-0115111510.1038/s41598-024-75892-2An innovative method to determine the stress-dependency of Poisson’s ratio of granitic rocksSamad Narimani0László Kovács1Balázs Vásárhelyi2Department of Engineering Geology and Geotechnics, Budapest University of Technology and EconomicsRockStudy Ltd. (Komero Kft.)Department of Engineering Geology and Geotechnics, Budapest University of Technology and EconomicsAbstract Uniaxial Compressive test (UCS) results are essential in evaluation the values of Poisson’s ratio. However, according to the suggestion of the International Society for Rock Mechanics, Poisson’s ratio can be determined using three alternative methods: the secant, average and tangent. Applying these methods causes discrepancies in the results; according to our experiences, the differences can be threefold or more. This paper aims to study the process of changes of Poisson’s ratio for intact rock during loading from micro-crack initiation to failure stage. The objective of this theoretical investigation is to establish a straightforward mathematical formulation between σ/σc and intact rock’s Poisson’s ratio value. To outline these changes forty two granite rocks were investigated from Bátaapáti radioactive waste repository (Hungary) and the calculation was performed by using the new formula from the beginning of loading till failure stage at UCS test. In the laboratory test program, Poisson’s ratio derived from standard tests varies with momentary stress; it steadily increases as stress rises until reaching the stress level causing unstable crack propagation. Additionally, the Poisson’s rate follows a linear increase with stress, up to the point of unstable crack propagation stress. The research demonstrated that the proposed equations provide competent values for the root mean squared error value (ranging from 0 to 0.04), the mean absolute percentage error (ranging from 0.6% to 18%) and the mean absolute error (ranging from 0 to 0.04). Contrary to previous ideas, our results suggest that the Poisson’s ratio is not a constant for rigid rocks.https://doi.org/10.1038/s41598-024-75892-2UCSPoisson’s ratioGranitic rockCrack initiation stressCrack damage stress |
| spellingShingle | Samad Narimani László Kovács Balázs Vásárhelyi An innovative method to determine the stress-dependency of Poisson’s ratio of granitic rocks Scientific Reports UCS Poisson’s ratio Granitic rock Crack initiation stress Crack damage stress |
| title | An innovative method to determine the stress-dependency of Poisson’s ratio of granitic rocks |
| title_full | An innovative method to determine the stress-dependency of Poisson’s ratio of granitic rocks |
| title_fullStr | An innovative method to determine the stress-dependency of Poisson’s ratio of granitic rocks |
| title_full_unstemmed | An innovative method to determine the stress-dependency of Poisson’s ratio of granitic rocks |
| title_short | An innovative method to determine the stress-dependency of Poisson’s ratio of granitic rocks |
| title_sort | innovative method to determine the stress dependency of poisson s ratio of granitic rocks |
| topic | UCS Poisson’s ratio Granitic rock Crack initiation stress Crack damage stress |
| url | https://doi.org/10.1038/s41598-024-75892-2 |
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