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Estimation of rock stability in the vicinity of underground workings and calculation of the tunnel linings of the Rogun hydroelectric station

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  • Construction Projects of the Five-Year Plan
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Hydrotechnical Construction Aims and scope

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Literature cited

  1. N. S. Bulychev and N. N. Fotieva, “Estimation of the stability of rocks surrounding underground workings,” Shakhtn. Stroit., No. 3 (1977).

  2. N. S. Bulychev and N. N. Fotieva, “Estimation of the stability of rocks around underground workings in a field of tectonic stresses,” in: Interinstitute Collection “Stability and Support of Underground Workings [in Russian], No. 5, Leningrad (1978).

  3. N. N. Fotieva, Calculation of Linings of Noncircular Tunnels [in Russian], Stroiizdat, Moscow (1974).

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  4. N. N. Fotieva, “Calculation of linings of noncircular tunnels being constructed in seismic regions,” Osn. Fundam. Mekh. Gruntov, No. 3 (1976).

  5. N. N. Fotieva, “Calculation of the temporary diversion tunnel linings at the II level of the Rogun Hydroelectric Station for seismic loads,” Gidrotekh. Stroit., No. 9 (1976).

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Authors
  1. N. N. Fotieva
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  2. V. G. Garaichuk
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 15–17, May, 1979.

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Fotieva, N.N., Garaichuk, V.G. Estimation of rock stability in the vicinity of underground workings and calculation of the tunnel linings of the Rogun hydroelectric station. Hydrotechnical Construction 13, 441–444 (1979). https://doi.org/10.1007/BF02309317

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  • DOI: https://doi.org/10.1007/BF02309317

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