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Overturning resistance of high towers of variable section on a deformable base

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

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Literature cited

  1. N. K. Snitko, Stability of Bar Systems [in Russian], Stroiizdat (1968).

  2. N. K. Snitko, Static and Dynamic Earth Pressure and Calculation of Retaining Walls [in Russian], Stroiizdat (1970).

  3. N. K. Snitko, Structural Mechanics [in Russian], Sect. 3, Vysshaya Shkola (1972).

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Authors
  1. N. K. Snitko
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Additional information

Higher Technical Educational Institute, Leningrad Metals Plant. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 11–14, January–February, 1974.

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Snitko, N.K. Overturning resistance of high towers of variable section on a deformable base. Soil Mech Found Eng 11, 19–24 (1974). https://doi.org/10.1007/BF01705176

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  • DOI: https://doi.org/10.1007/BF01705176

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