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Experimental study of the mechanisms of deformability and flow of soil under conditions of the two-dimensional boundary-value problem with respect to strains

  • At the Construction Projects of the Five-Year Plan
  • Published:
Hydrotechnical Construction Aims and scope

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Literature Cited

  1. Proceedings of the 8th International Congress on Soil Mechanics and Foundation Engineering. Main Session [in Russian], Stroiizdat, Moscow (1973).

  2. G. M. Lomize (editor), Investigations in Soil Mechanics of Foundations. Part I. Investigations of Soil Mechanics [in Russian], Izd. Kalmytskogo Gosuniversiteta (1974).

  3. G. M. Lomize, “Strength and deformability of soils in the cores of high-head dams and foundations of hydraulic structures,” Gidrotekh. Stroitel'., No. 8 (1973).

  4. G. M. Lomize and E. I. Sukhanov, “Laws governing the flow of soils that have failed under loading,” Gidrotekh. Stroitel'., No. 6 (1974).

  5. G. M. Lomize and V. G. Fedorov, “Effect of the initial state of skeletal-clay soil on its deformability and strength,” Gidrotekh. Stroitel'., No. 12, (1975).

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Authors
  1. G. M. Lomize
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  2. L. N. Ryabchenkov
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 9, pp. 32–39, September, 1976.

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Lomize, G.M., Ryabchenkov, L.N. Experimental study of the mechanisms of deformability and flow of soil under conditions of the two-dimensional boundary-value problem with respect to strains. Hydrotechnical Construction 10, 894–903 (1976). https://doi.org/10.1007/BF02379557

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  • DOI: https://doi.org/10.1007/BF02379557

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