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Designing a flexible wall embedded in soil by the finite-element method

  • Soil Mechanics
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. O. Zenkevich and I. Chang, The Finite-Element Method in the Theory of Structures and in Continuum Mechanics [in Russian], Nedra (1974); O. Zenkevich, The Finite-Element Method in Engineering [in Russian], Mir (1975).

  2. S. B. Ukhov, The Design of Structures and Foundation Beds by the Finite-Element Method [in Russian], MISI, Moscow (1973).

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  3. L. A. Rozin, Designing Hydraulic Structures on an Electronic Digital Computer. The Finite-Element Method [in Russian], Énergiya, Leningrad (1971).

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  4. V. V. Semenov, "Computing stresses in media containing cracks," in: Experience in Estimating the Slope Stability of a Complex Geologic Formation [in Russian], MGU (1973).

  5. A. B. Ogranovich and M. I. Gorbunov-Posadov, "Designing a foundation wall for a horizontal loading with consideration given to the break in the continuity of the foundation bed," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 3 (1966).

  6. T. M. Duncan, Finite-Element Analysis of Stresses and Movement in Dams, Excavations and Slopes, State of Art Report of Session 2, Proc. of the Symp. on Appl. of the Finite-Element Method in Geotech. Eng., Vicksburg (1972).

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Authors
  1. I. V. Lazareva
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Additional information

Scientific-Research Institute of Foundations and Underground Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 27–29, March–April, 1976.

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Lazareva, I.V. Designing a flexible wall embedded in soil by the finite-element method. Soil Mech Found Eng 13, 134–137 (1976). https://doi.org/10.1007/BF01703748

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  • DOI: https://doi.org/10.1007/BF01703748

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