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Solution of the axisymmetric problem of the theory of limit equilibrium under certain special conditions on the surface of an ideal granular mass

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. V. G. Berezantsev, Axisymmetric Problem of the Theory of Limit Equilibrium of a Granular Mass [in Russian], Gostekhizdat (1952).

  2. V. V. Sokolovskii, Statics of a Granular Mass [in Russian], Izd. AN SSSR (1942).

  3. V. V. Sokolovskii, "Stability of bases and slopes," Izvestiya AN SSSR, No. 8 (1952).

  4. T. von Karman, Uber elastisch Grenzzustande Verhandlungen des weiten Internationalien Kongress fur technische mechanik, Zurich (1927).

  5. A. S. Snarskii, "Equations of limit equilibrium of an ideal granular mass for problems with axial symmetry," in: Bases, Foundations and Underground Structures, Transactions of the 5th Scientific and Technical Conference of Young Scientific Workers of the Scientific-Research Institute of Bases (1969).

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Authors
  1. A. S. Snarskii
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 10–13, March–April, 1971.

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Snarskii, A.S. Solution of the axisymmetric problem of the theory of limit equilibrium under certain special conditions on the surface of an ideal granular mass. Soil Mech Found Eng 8, 91–95 (1971). https://doi.org/10.1007/BF01733849

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  • DOI: https://doi.org/10.1007/BF01733849

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