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Common errors in the design of linings for underground structures of circular cross section

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

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Literature cited

  1. S. P. Timoshenko, Strength of Materials, Ch. 1, Fizmatgiz (1960).

  2. M. M. Filonenko-Borodich, et al., Course in Strengths of Materials, Ch. II (1949).

  3. V. Z. Vlasov, Constructional mechanics of linings ONTI (1936).

  4. S. A. Orlov, The stresses in a thick-walled ring for one type of load. Symposium, "Investigations on the Theory of Constructions," 9 (1960).

  5. A. I. Segal', A closed ring as a statically determinate system. Symposium, "Investigations on the Theory of Constructions," 3 (1939).

  6. P. F. Papkovich, Naval Engineering, Ch. 1, II, Izd. "Morskoi transport" (1947).

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Authors
  1. A. N. Dranovskii
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  2. K. V. Ruppeneit
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  3. V. A. Lytkin
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 28–30, January–February, 1967.

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Dranovskii, A.N., Ruppeneit, K.V. & Lytkin, V.A. Common errors in the design of linings for underground structures of circular cross section. Soil Mech Found Eng 4, 48–51 (1967). https://doi.org/10.1007/BF01706592

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  • DOI: https://doi.org/10.1007/BF01706592

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