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Designing retaining walls with consideration of their rigidity, displacements, and deformation of the base

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. A. N. Krylov, Calculation of Beams on an Elastic Foundation [in Russian], Leningrad (1930).

  2. I. V. Urban, Calculation of Thin Walls with Consideration of Elastic Properties of the Soil and Wall [in Russian], Trudy MIIT, No. 55 (1939).

  3. I. M. Besprozvannaya, Determination of Earth Pressure on an Inclined Retaining Wall with Relation to Its Displacement and Rigidity of the Base [in Russian], Osnovaniya, fundamenty i mekhanika gruntov, 4 (1965).

  4. G. K. Klein, Earth Pressure on Retaining Wall in Relation to Its Displacements and Base Rigidity [in Russian], Osnovaniya, fundamenty i mekhanika gruntov, 4 (1963).

  5. A. A. Umanskii, Special Course in Structural Analysis [in Russian], Part I, ONTI (1935).

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Authors
  1. I. M. Besprozvannaya
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 39–44, January, 1967.

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Besprozvannaya, I.M. Designing retaining walls with consideration of their rigidity, displacements, and deformation of the base. Hydrotechnical Construction 1, 58–66 (1967). https://doi.org/10.1007/BF02380218

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  • DOI: https://doi.org/10.1007/BF02380218

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