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Bearing capacity of a plastically inhomogeneous foundation bed bounded by an underlying rigid layer

  • Soil Mechanics
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. A. S. Stroganov, "Bearing capacity of foundation beds in the unstabilized state," in: Construction on Weak Soils [in Russian], Izd. Rizhskogo Politekhnicheskogo Instituta (1970).

  2. A. S. Stroganov, "Analysis of plane plastic deformation of soil," Inzh. Zh.,1, No. 4, AN SSSR (1965).

  3. G. V. Sorokina and A. S. Stroganov, "The strength of clay soils dependent on the time factor," Fourth Asian Regional Conference on Soil Mechanics and Foundation Engineering, Bangkok, Thailand, July 1971, Vol. 1.

  4. L. Cadling and S. Odenstad, "The vane borer," Royal Swedish Geotechn. Inst. Proc., No. 2 (1950).

  5. V. V. Sokolovskii, The Statics of Friable Media [in Russian], Fizmatgiz, Moscow (1960).

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  6. A. I. Kuznetsov, "Plane deformation of inhomogeneous plastic bodies," Vestnik Leningradskogo Universiteta, No. 13 (1958).

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Authors
  1. A. S. Stroganov
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Additional information

Scientific-Research Institute of Foundations and Underground Structures (NIIOsnovanii). Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 23–26, November–December, 1974.

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Stroganov, A.S. Bearing capacity of a plastically inhomogeneous foundation bed bounded by an underlying rigid layer. Soil Mech Found Eng 11, 399–403 (1974). https://doi.org/10.1007/BF01703813

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  • DOI: https://doi.org/10.1007/BF01703813

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