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Elastoplastic stress state of rock weakened by two extended circular workings

  • Rock Mechanics and Rock Pressure
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Soviet Mining Aims and scope

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Literature Cited

  1. B. D. Annin, “Elastoplastic stress distribution in a plane weakened by two circular holes,” in: Dynamics of a Continuous Medium [in Russian], No. 1, Novosibirsk (1969).

  2. N. I. Ostrosablin, “The elastoplastic problem for a plane with two similar circular holes,” in: Dynamics of a Continuous Medium [in Russian], No. 4 (1970).

  3. V. M. Mirsalimov, “An elastoplastic problem for rock weakened by two similar holes,” Fiz.-Tekh. Probl. Razrab. Polezn. Iskop., No. 5 (1975).

  4. M. T. Alimzhanov, “An elastoplastic problem taking account of the inhomogeneity of the mechanical properties of the material,” Dokl. Akad. Nauk SSSR,242, No. 6 (1978).

  5. N. I. Muskhelishvili, Some Fundamental Problems of the Mathematical Theory of Elasticity [in Russian], Nauka, Moscow (1966).

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  6. A. S. Kosmodamianskii, The Plane Problem of Elasticity Theory for Plates with Holes, Cuts, and Projections [in Russian], Vishcha shkola, Kiev (1975).

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  7. G. P. Cherepanov, “A method for solving an elastoplastic problem,” Prikl. Mat. Mekh., 27, No. 3 (1963).

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Authors
  1. M. T. Alimzhanov
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  2. K. T. Zhanataev
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Additional information

Institute of Mathematics and Mechanics, Academy of Sciences of the Kazak SSR, Alma-Ata. Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 1, pp. 20–24, January–February, 1981.

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Alimzhanov, M.T., Zhanataev, K.T. Elastoplastic stress state of rock weakened by two extended circular workings. Soviet Mining Science 17, 16–19 (1981). https://doi.org/10.1007/BF02498385

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  • DOI: https://doi.org/10.1007/BF02498385

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