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Earth pressure on flexible retaining walls

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. V. É. Darevskii, “Practical method for determining earth pressure on retaining walls considering their deformations and displacements,” Gidrotekh. Stroit., No. 10 (1978).

  2. I. V. Lazareva, “Calculation of flexible walls embedded in the ground by the finite-element method,” Osn. Fundam. Mekh. Gruntov, No. 2 (1976).

  3. O. D. Tananaiko, “Construction of a bar model in the manner of a system of crossed strips of finite width for approximation solution of the two-dimensional theory of elasticity,” Izv. Akad. Nauk SSSR, Mekh. Tverd. Tela, No. 3 (1978).

  4. O. D. Tananaiko and A. A. Bogorodetskii, “Bar model of a shell and its application to a calculation of embedded sections of underwater tunnels,” Stroit. Mekh. Raschet Sooruzh., No. 4 (1975).

  5. O. D. Tananaiko and A. A. Bogorodetskii, “Some characteristics of the static behavior of long cylindrical and prismatic shells on an elastic foundation,” Stroit. Mekh. Raschet sooruzh., No. 2 (1978).

  6. A. A. Bogorodetskii and O. D. Tananaiko, “Calculation of yielding retaining walls — supports,” Transp. Stroit., No. 1 (1978).

  7. N. A. Tsytovich, Soil Mechanics [in Russian], Vysshaya Shkola, Moscow (1973).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 37–38, May, 1979.

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Tananaiko, O.D. Earth pressure on flexible retaining walls. Hydrotechnical Construction 13, 478–479 (1979). https://doi.org/10.1007/BF02309324

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  • DOI: https://doi.org/10.1007/BF02309324

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