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Numerical modeling of a fractured rock mass around underground workings

  • Enginnering Calculations and Production Efficiency
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Hydrotechnical Construction Aims and scope

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Literature cited

  1. O. Zienkiewicz, Finite Element Method in Engineering [Russian translation], Mir, Moscow (1975).

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  2. O. N. Zolotov and V. K. Ksenofontov, “Calculation of subsurface hydraulic structures by the finite element method in a nonlinear formulation,” Gidrotekh. Stroit., No. 12 (1983).

  3. O. N. Zolotov and V. K. Ksenofontov, “Realization of the Mohr criterion in numerical solution of problems of the mechanics of underground structures,” Tr. Gidroproekta, No. 115 (1986).

  4. O. N. Zolotov, “Strength of anisotropic rock media under conditions of plane strain,” Tr. Gidroproekta, No. 115 (1986).

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  6. K. V. Ruppeneit and Yu. M. Liberman, Introduction to Rock Mechanics [in Russian], Gosgortekhizdat (1960).

  7. B. V. Fradkin, “An improvement of the finite element method in solving three- and two-dimensional problems of elasticity theory,” Tr. VODGEO, No. 44 (1974).

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Authors
  1. O. N. Zolotov
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 18–22, March, 1990.

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Zolotov, O.N. Numerical modeling of a fractured rock mass around underground workings. Hydrotechnical Construction 24, 178–185 (1990). https://doi.org/10.1007/BF01433199

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  • DOI: https://doi.org/10.1007/BF01433199

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