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Method of solving the problem of the interaction of retaining structures with an earth mass

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. V. N. Lombardo, “Algorithm for numerical solution of two-dimensional dynamic and static problems of elasticity theory,” Izv. VNIIG,103 (1973).

  2. Yu. K. Zaretskii and V. N. Lombardo, Statics and Dynamics of Earth Dams [in Russian], Energoatomizdat, Moscow (1983).

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  3. B. V. Fradkin, “An improvement of the finite-element method when solving three- and two-dimensional problems of elasticity theory,” Tr. VODGEO, No. 44 (1974).

  4. Yu. K. Zaretskii, V. N. Lombard, and M. E. Groshev, “Plastic flow of earth masses,” Izv. Vyssh. Uchebn. Zaved., Stroit. Arkhitek., No. 2 (1979).

  5. SNiP II-55-79. Part II, Design Standards. Chapter 55, Retaining Walls, Ship Locks, Fishways, and Fish Protection Works [in Russian], Stroiizdat, Moscow (1980).

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Authors
  1. M. E. Groshev
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  2. V. N. Lombardo
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 30–36, August, 1985.

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Groshev, M.E., Lombardo, V.N. Method of solving the problem of the interaction of retaining structures with an earth mass. Hydrotechnical Construction 19, 421–431 (1985). https://doi.org/10.1007/BF01439557

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  • DOI: https://doi.org/10.1007/BF01439557

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