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Discussion on applied soil mechanics

Effect of foundation creep on stresses in sheet-pile walls

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. G. E. Lazebnik and E. I. Chernyshev, “Influence of the form of the lateral soil pressure diagram on the stresses in anchored sheet-pile walls,” Gidrotekh, Stroitel', No. 5 (1966).

  2. A. Y. Budin, “Full-scale investigations on mooring berths having the form of a large-wall gantry” Rechnoi Transport, No. 9 (1964).

  3. A. Y. Budin, “Waterfront structures on weak saturated creeping foundations,” Weak Clay Foundations [in Russian], Tallin (1965).

  4. V. A. Florin, Principles of Soil Mechanics [in Russian], Gosstroizdat, 22 (1961).

  5. N. K. Snitko, Static and Dynamic Soil Pressure, and Design of Retaining Walls [in Russian], Gosstrozdat (1963).

  6. V. E. Lyakhnitskii et a, Waterfront HHydraulic Structures [in Russian], Izd-vo. Rechnoi Transport,1 (1955).

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Authors
  1. A. Y. Budin
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 41–44, March, 1968.

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Budin, A.Y. Discussion on applied soil mechanics. Hydrotechnical Construction 2, 245–248 (1968). https://doi.org/10.1007/BF02377407

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  • DOI: https://doi.org/10.1007/BF02377407

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