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Solutions for complex cases of loading retaining walls

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. Yu. B. Mikhailov, “Earth pressure on retaining walls from discontinuous loads,” Osn. Fundam. Mekh. Gruntov, No. 4 (1975).

  2. V. V. Sokolovskii, Statics of Granular Media [in Russian], Fizmatgiz, Moscow (1960).

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  3. S. S. Golushkevich, Statics of Limit States of Soil Masses [in Russian], Gostekhizdat, Moscow (1957).

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  4. G. K. Klein, Calculation of Retaining Walls [in Russian], Vysshaya Shkola, Moscow (1964).

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  5. Instructions on the Design of Marine Mooring Structures, VSN 3–67/MMF, [in Russian], Soyuzmorniiproekt, Moscow (1968).

  6. M. N. Vargin, “Effect of a continuous load on a retaining wall,” Osn. Fundam. Mekh. Gruntov, No. 3 (1968).

  7. R. V. Lubenov and P. I. Yakovlev, “Effect of forward movement of a vertical wall on the magnitude of thrust of the earth and on its state of stress,” in: Scientific Papers “Hydraulic Engineering≓ [in Russian], Transport, Moscow (1964).

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Authors and Affiliations

  1. Leningrad Branch of the State Planning, Design, and Scientific-Research Institute of Marine Transportation (Lenmorniiproekt), USSR

    Yu. B. Mikhailov

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  1. Yu. B. Mikhailov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 21–24, March–April, 1978.

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Mikhailov, Y.B. Solutions for complex cases of loading retaining walls. Soil Mech Found Eng 15, 125–129 (1978). https://doi.org/10.1007/BF02338863

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  • DOI: https://doi.org/10.1007/BF02338863

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