Email this article Elastoplastic Model of Rock with Internal Self-Balancing Stresses
- Authors: Revuzhenko A.F.1, Mikenina O.A.1
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Affiliations:
- Chinakal Institute of Mining, Siberian Branch
- Issue: Vol 54, No 3 (2018)
- Pages: 368-378
- Section: Geomechanics
- URL: https://ogarev-online.ru/1062-7391/article/view/184508
- DOI: https://doi.org/10.1134/S1062739118033761
- ID: 184508
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Abstract
Rock is considered as a medium containing a load-bearing skeleton and a pore space. The two-dimensional closed deformation model under construction takes into account plastic strains and local bends of grains. The model describes the medium capacity to accumulate energy of internal self-balancing stresses.
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About the authors
A. F. Revuzhenko
Chinakal Institute of Mining, Siberian Branch
Author for correspondence.
Email: revuzhenko@yandex.ru
Russian Federation, Novosibirsk, 630091
O. A. Mikenina
Chinakal Institute of Mining, Siberian Branch
Email: revuzhenko@yandex.ru
Russian Federation, Novosibirsk, 630091
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