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Determination of the moduli of elasticity of rubble and establishment of their design values

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. K. E. Egorov, "Deformation of a base of finite thickness," in: Reports at the Fifth International Congress on Soil Mechanics and Foundation Engineering [in Russian], Gosstroiizdat (1961).

  2. N. I. Idel'son, Method of Least Squares and Theory of Mathe matical Treatment of Observations [in Russian], Geodezizdat (1947).

  3. A. N. Margot'ev, "Methods of treating results of determining shear strength of soil," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 3 (1961).

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Leningrad. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 36–37, March–April, 1972.

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Margot'ev, A.N., Lizunova, N.D. Determination of the moduli of elasticity of rubble and establishment of their design values. Soil Mech Found Eng 9, 132–135 (1972). https://doi.org/10.1007/BF01702903

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  • DOI: https://doi.org/10.1007/BF01702903

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