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Analysis of rectangular plates lying on soils whose modulus of deformation varies with depth, by the method of finite differences

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. V. I. Solomin, "Analysis of rectangular plates on an elastic half space by the brid method," Stroitel'naya Mekhanika i Raschet Sooruzhenii, No. 6 (1960).

  2. G. K. Klein, "Consideration of the nonhomogeneity, deformation discontinuity, and other mechanical properties of soils in the analysis of structures on continuous foundation beds," Trudov MISI, No. 14 (1956).

  3. P. M. Vavak and I. O. Guberman, "Bending of square plates having different edge conditions," Informatsionnye Materialy, ISM. AN USSR, No. 10 (1957).

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Authors
  1. A. E. Duraev
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Additional information

Saransk. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 32–34, July–August, 1971.

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Duraev, A.E. Analysis of rectangular plates lying on soils whose modulus of deformation varies with depth, by the method of finite differences. Soil Mech Found Eng 8, 288–292 (1971). https://doi.org/10.1007/BF01702705

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  • DOI: https://doi.org/10.1007/BF01702705

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