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• W2092594558 abstract "The mathematical model of rock mass in the context of its internal structure, anisotropy, loss of strength, elastic energy accumulation and release is considered. The numerical solution to the problem of quasistatic deformation in a rock mass pillar is obtained by the finite element method. The sequential development of softening and residual strength zones is considered. It is shown that if the softening modulus is strong enough then the deformation process becomes unstable." @default.
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• W2092594558 date "2014-10-01" @default.
• W2092594558 modified "2023-09-27" @default.
• W2092594558 title "Numerical Modeling of Deformation Processes in Rock Pillars" @default.
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• W2092594558 doi "https://doi.org/10.4028/www.scientific.net/amm.682.202" @default.
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