Abstract
The authors examine Kaiser effect in sandstone in nonproportional triaxial cyclic compression tests with stage rotation of an assigned stress ellipsoid through an angle of 90°. The load program consists of three pairs of cycles such that the maximal nominal stress of the second cycle exceeds the first cycle stress by 20 MPa at the constant side support. Cyclic loading is applied to sandstone in three orthogonal directions, with two cycles in each direction. Kaiser effect only appears in the second loading in the same direction, and activation of acoustic emission upon the change in the active loading direction is independent of the earlier reached stress level. This fact points at the orientation-driven nature of Kaiser effect, which means the material remembers its lattermost internal damaged structure.
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Acknowledgments
The authors are grateful to A. A. Baryakh, Academician of the Russian Academy of Sciences, Federal Research Center, Ural Branch, Russian Academy of Sciences for the active discussions of the work plan and the results obtained.
Funding
This study was supported by the Russian Science Foundation, project no. 19-77-30008.
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Russian Text © The Author(s), 2020, published in Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, 2020, No. 3, pp. 47–55
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Panteleev, I.A., Mubassarova, V.A., Zaitsev, A.V. et al. Kaiser Effect in Sandstone in Polyaxial Compression with Multistage Rotation of an Assigned Stress Ellipsoid. J Min Sci 56, 370–377 (2020). https://doi.org/10.1134/S1062739120036653
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DOI: https://doi.org/10.1134/S1062739120036653