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Determination of elastic properties of rock by the pressure tunnel method taking into account rock permeability

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. P. U. Ponimatkin, “Design of concrete linings of pressure tunnels and shafts by considering the lining permeability,” Power Construction [in Russian], Bulletin No. 4, Énergiya (1969).

  2. R. R. Chugaev, “Seepage forces,” Transactions of the VNIIG,63 (1960).

  3. P. U. Ponimatkin, “On the effective grouting depth for hydraulic pressure tunnels,” Gidrotekhnicheskoe Stroitel'stvo, No. 4 (1969).

  4. G. M. Lomize and V. M. Nasberg, Drainage of Underground Hydraulic Structures [in Russian], GruzNITO-stroitelei (1946).

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Authors
  1. P. U. Ponimatkin
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 11, pp. 21–22, November, 1970.

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Ponimatkin, P.U. Determination of elastic properties of rock by the pressure tunnel method taking into account rock permeability. Hydrotechnical Construction 4, 1019–1020 (1970). https://doi.org/10.1007/BF02397434

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  • DOI: https://doi.org/10.1007/BF02397434

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