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Design of sectional linings for collector tunnels with allowance for contact interaction with the soil mass

  • Underground Structures
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. N. N. Fotieva, Design of Linings for a Noncircular Cross Section [in Russian], Stroiizdat, Moscow (1974).

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  2. N. S. Bulychev, Mechanics of Underground Structures [in Russian], Nedra, Moscow (1982).

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  3. N. N. Fotieva, N. S. Bulychev, V. N. Karetnikov, and V. A. Brednev, "Statement and solution of the contact problem of interaction between sectional bracing and a rock mass," Problems of the Mechanics of Underground Structures [in Russian], Leningradskii Gornyi Institut (1979), pp. 144–147.

  4. I. N. Bulychev, "A method of computing open and sectional designs for the bracing of principal mine excavations on the basis of the scheme of contact interaction with the mass," Mechanics of Underground Structures [in Russian], Tula Polytechnic Inst. (1982), pp. 36–42.

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Authors
  1. N. S. Bulychev
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  2. N. N. Fotieva
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  3. G. V. Rozenvasser
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  4. Yu. E. Shamrin
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Additional information

Tula Polytechnic Institute. Donetsk Scientific-Research Institute for the Design and Planning of Industrial Construction. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 18–20, September–October, 1988.

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Bulychev, N.S., Fotieva, N.N., Rozenvasser, G.V. et al. Design of sectional linings for collector tunnels with allowance for contact interaction with the soil mass. Soil Mech Found Eng 25, 511–514 (1988). https://doi.org/10.1007/BF01786647

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  • DOI: https://doi.org/10.1007/BF01786647

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