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The reliability of determinations of the deformation moduli of eluvial clay soils from results of compression tests

  • Construction Properties Of The Soil
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. I. A. Agishev, Relation Between Porosity and Deformation Modulus, Found by Field Tests of Clay Soils, Scientific-Technical Bulletin "Osnovaniya i Fundamenty" [in Russian], No. 20, Gosudarstvennoe izdatel'stvo literatury po stroitel'nym materialam (1957).

  2. M. I. Gorbunov-Posadov and S. I. Sinel'shchikov, Determination of Deformation Moduli from Values of Simplest Characteristics [in Russian], Nauchno-Tekhnicheskii Byulleten' "Osnovaniya i Fundamenty," No. 21 (1958).

  3. V. M. Veselovskii, Contribution to the Determination of Density of Clay Soil of Plastic Consistency [in Russian], Proc. of Research Institute for Foundations and Subsurface Constructions, Symposium 33, "Investigation of Soils in Foundation Constructions," Gosstroiizdat (1958).

  4. V. B. Shvets, Standard and Theoretical Characteristics of Eluvial Clay Soils [in Russian], Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1 (1962).

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 12–13, September–October, 1964

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Shvets, V.B. The reliability of determinations of the deformation moduli of eluvial clay soils from results of compression tests. Soil Mech Found Eng 1, 295–297 (1964). https://doi.org/10.1007/BF01704063

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  • DOI: https://doi.org/10.1007/BF01704063

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