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Determination of the permeability coefficient of saturated clay from the settlement curve in a compression test

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. V. V. Zhikhovich, “Investigation of the strength and deformation properties of Meotian clays of the slide-prone slopes of the Odessa coast,” Author's Abstract of Candidate's Dissertation, KISI (1964).

  2. V. V. Zhikhovich, “Method of determining the shear strength of clays,” Izv. Vyssh. Uchebn. Zaved., Stroit. Arkhitek., No. 6 (1973).

  3. N. A. Tsytovich, Soil Mechanics [in Russian], Gosstroiizdat, Moscow (1963).

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  4. N. A. Tsytovich et al., Prediction of the Settlement Rate of the Foundations of Structures [in Russian], Gosstroiizdat, Moscow (1967).

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Authors
  1. V. V. Zhikhovich
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 36–37, December, 1981.

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Zhikhovich, V.V. Determination of the permeability coefficient of saturated clay from the settlement curve in a compression test. Hydrotechnical Construction 15, 767–771 (1981). https://doi.org/10.1007/BF01432801

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  • DOI: https://doi.org/10.1007/BF01432801

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