Abstract
Dependences are considered for an aftereffect on the phase composition of deformable media, the nonuniformity, and temporal regimes of loading. The common and distinctive features of a response to dynamic effects of plastic and solid rocks are determined, and the mechanisms of its origin and development are substantiated.
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References
A. V. Mikhalyuk and V. V. Zakharov, “Relaxation phenomena with dynamic deformation of rocks,”Fiz.-Tekh. Probl. Razrab. Polezn. Iskop., No. 4 (1998).
A. V. Mikhalyuk and V. V. Zakharov, “Stress relaxation mechanism in plastic rocks under dynamic loads,”Fiz.-Tekh. Probl. Razrab. Polezn. Iskop., No. 2 (1999).
R. L. Stavnitser,Strains of Structural Foundations Due to Shock Loads [in Russian], Stroiizdat, Moscow (1969).
A. A. Vovk et al.,Behavior of Soils under the Action of Pulsed Loads [in Russian], Naukova Dumka, Kiev (1984).
I. N. Votyakov,Physico-mechanical Properties of Frozen and Thawing Soils of Yakutia [in Russian], Nauka, Novosibirsk (1975).
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The S. I. Subbotin Institute of Geophysics, National Academy of Sciences, Kiev, Ukraine. Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 2, pp. 54–62, March–April, 2000.
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Mikhalyuk, A.V., Zakharov, V.V. Deformation aftereffect in soils and rocks under dynamic loads. J Min Sci 36, 141–148 (2000). https://doi.org/10.1007/BF02551794
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DOI: https://doi.org/10.1007/BF02551794