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Limiting stressed state and failure of clays

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. G. M. Lomize, “Problems of deformability and structure of a soil medium,” in: Problems of Strength and Deformability of Soils [in Russian], Azerneshr, Baku (1966).

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  2. G. M. Lomize, N. N. Ivashchenko, and M. N. Zakharov, “Deformability of clay under complex loading conditions,” Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6 (1970).

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Authors
  1. G. M. Lomize
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  2. E. I. Sukhanov
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Additional information

Based on the results of investigations conducted in the laboratory of soil construction properties, department of soil mechanics, beds, and foundations, V. V. Kuibyshev Moscow Institute of Civil Engineering.

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 15–19, August, 1973.

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Lomize, G.M., Sukhanov, E.I. Limiting stressed state and failure of clays. Hydrotechnical Construction 7, 734–739 (1973). https://doi.org/10.1007/BF02377045

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  • DOI: https://doi.org/10.1007/BF02377045

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