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Determination of shape of sliding loose material and sand pressure on retaining wall-shells of the trim type

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. V. G. Berezantsev, Axisymmetric Problem of the Theory of Limiting Equilibrium of Granular Media [in Russian], Gostekhizdat, Moscow (1952).

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  2. V. I. Titova, “Determination of pressure from granular media on a cylindrical wall,” Gidrotekh. Stroit., No. 3 (1951).

  3. V. F. Korbashov, “Discussions on applied soil mechanics. Pressure of a cohesionless mass on curved retaining walls of hydraulic structures,” Gidrotekh. Stroit., No. 2 (1968).

  4. A. S. Khodzhanov, “Active pressure from granular media on cylindrical walls,” Izv. Akad. Nauk Uzbek. SSR. Ser. Tekh. Nauki, No. 2 (1969).

  5. G. K. Klein, “Review of the discussion on applied soil mechanics,” Gidrotekh. Stroit., No. 2 (1969).

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  7. É. V. Tsagareli, New Types of Lightened Retaining Walls [in Russian], Stroiizdat, Moscow (1969).

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Authors
  1. G. N. Usov
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 47–48, January, 1977.

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Usov, G.N. Determination of shape of sliding loose material and sand pressure on retaining wall-shells of the trim type. Hydrotechnical Construction 11, 73–76 (1977). https://doi.org/10.1007/BF02398757

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  • DOI: https://doi.org/10.1007/BF02398757

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