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Method of determining creep parameters of incompletely saturated clay soils based on results of undrained tests

  • Constructional Properties Of Soils
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. V. A. Florin, Principles of Soil Mechanics [in Russian], Gosstroiizdat (1961).

  2. Z. G. Ter-Martirosyan, Unsteady State of Stress of Clay Soils in the Absence of Drainage [in Russian], Izvestiya AN ArmSSR, OTN, 4 (1965).

  3. D. Henkel, The shear strength of saturated remoulded clays. Proc. Colorado Conf. on Shear Strength (1960).

  4. W. Lamb, Pore pressure in a foundation clay. Journal Soil Mech. ASCF, No. 2 (1962).

  5. A. Bishop and T. Henkel, Determination of Soil Properties in Triaxial Tests [Russian translation], Gosstroiizdat (1961).

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Authors
  1. N. A. Tsytovich
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  2. Z. G. Ter-Martirosyan
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 16–18, May–June, 1966.

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Tsytovich, N.A., Ter-Martirosyan, Z.G. Method of determining creep parameters of incompletely saturated clay soils based on results of undrained tests. Soil Mech Found Eng 3, 181–183 (1966). https://doi.org/10.1007/BF01703498

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  • DOI: https://doi.org/10.1007/BF01703498

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