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Expansion of a cylindrical borehole in an elastoplastic medium

  • Underground Structures
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. K. V. Ruppeneit and M. I. Bronshtein, "Determination of the deformative and strength characteristics of soil from pressiometric tests," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 5 (1971).

  2. V. A. Ioselevich, Laws of Deformation of Rock-Free Soils, Author's Abstract of Candidate's Dissertation, NII Osnovanii (1968).

  3. L. G. Mariupol'skii, "Interpretation of the results of pressiometric tests," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 5 (1968).

  4. D. C. Drucker and W. Prager, "Soil mechanics and plastic analysis of limit design," Quart. Appl. Math.,10, No. 2 (1952).

  5. V. G. Berezantsev, Axisymmetric Problem of the Theory of Limit Equilibrium of a Granular Mass [in Russian], Gostekhizdat (1952).

  6. J. N. Goodyear and F. G. Hodge, Elasticity and Plasticity [Russian translation], IL (1960).

  7. A. Uet, "Energy hypothesis in soil mechanics," in: Soil Mechanics and Foundation Engineering [in Russian], Stroiizdat (1965).

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Authors
  1. V. G. Fedorovskii
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 28–30, March–April, 1972.

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Fedorovskii, V.G. Expansion of a cylindrical borehole in an elastoplastic medium. Soil Mech Found Eng 9, 116–120 (1972). https://doi.org/10.1007/BF01702900

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  • DOI: https://doi.org/10.1007/BF01702900

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