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On the coefficient of change of the modulus of soil deformation

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

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Literature cited

  1. D. E. Pol'shin and N. Ya. Rudnitskii, The Use of Prefabricated Reinforced Concrete for Determination of Compressibility of Soils. "Foundations, Substructures and Mechanics of Soils," No. 2 (1960).

  2. V. I. Lishak, The Stressed State and Large Panel Buildings Before the Collection "Problems of Design and Protection of Buildings and Installations from the Effect of Mining." Works of the Institute Tsentrogiproshakht (1961).

  3. N. V. Kolomeiskii, Engineering Geology, Part 2, Moscow, Gosgeoltekhizdat (1956).

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  4. N. Ya. Rudnitskii, Results of Measurement of Settling of Foundations and Deformations of Substructures of Large Panel Buildings. Works Ts NIISK. Collection "Static Designs of Large Panel Buildings." Gosstroiizdat (1963).

  5. S. I. Sinel'shchikov, On Tabular Values of Moduluses of Deformation of Sandy Soils. Works NII Foundations, Collection No. 42, "Structural Soil Conduct" Gosstroiizdat (1960).

  6. Construction Norms and Rules, Part 2, Section B, Chapter I, "Foundations of Buildings and Installations. Norms of Design" (SNiP II-B.1-62) Gosstroiizdat (1962).

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Authors
  1. P. A. Konovalov
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  2. N. Ya. Rudnitskii
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, Vol. 1, No. 3, pp. 16–17, March, 1964

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Konovalov, P.A., Rudnitskii, N.Y. On the coefficient of change of the modulus of soil deformation. Soil Mech Found Eng 1, 167–170 (1964). https://doi.org/10.1007/BF01703668

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  • DOI: https://doi.org/10.1007/BF01703668

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