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Theory of plastic flow and strain of soil under complex loading

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. V. N. Shirokov, "A model of nonelastic loose media on the basis of plastic flow," in: Trudy No. 113, Investigations on Structural and Soil Mechanics [in Russian], ChPI, Chelyabinsk (1973).

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  2. A. L. Kryzhanovskii, "Equations connecting stress components and strain components of the soil in the three-dimensional stress state," in: Mechanical Properties of Soils and Problems on the Construction of Buildings on Wet Loessal Foundation Beds [in Russian], Checheno-Ingushskoe Knizhnoe Izd., Groznyi (1968).

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  3. G. M. Lomize and A. L. Kryzhanovskii, "Determination of the mechanical properties of soil in the three-dimensional stress state," in: Mechanical Properties of Soils and Problems on the Construction of Buildings on Wet Loessal Foundation Beds [in Russian], Checheno-Ingushskoe Knizhnoe Izd., Groznyi (1968).

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  4. M. N. Gol'dshtein, S. S. Babitskaya, G. M. Lomize, A. A. Muzafarov, A. L. Kryzhanovskii, and É. T. Vorontsov, "Deformability and strength of sands," in: Proc. of the 8th International Congress on Soil Mechanics and Foundation Construction [in Russian], Stroiizdat, Moscow (1973).

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Chelyabinsk Polytechnic Institute. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 33–36, May–June, 1976.

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Shirokov, V.N. Theory of plastic flow and strain of soil under complex loading. Soil Mech Found Eng 13, 204–209 (1976). https://doi.org/10.1007/BF01705321

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  • DOI: https://doi.org/10.1007/BF01705321

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