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Publicité

S. G. Kushner

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Kushner, S. G. (2011): Stress state in the bed of a vertically loaded flexible rectangular foundation. Dans: Soil Mechanics and Foundation Engineering, v. 47, n. 6 (janvier 2011).

    https://doi.org/10.1007/s11204-011-9111-2

  2. Shvets, V. B. / Lyubich, L. G. / Alekseev, A. I. / Gol'dshtein, V. M. / Mazo, B. M. / Kushner, S. G. (1984): Experience gained in constructing an industrial complex on an artificial bed. Dans: Soil Mechanics and Foundation Engineering, v. 21, n. 2 (mars 1984).

    https://doi.org/10.1007/bf01710702

  3. Kushner, S. G. (1992): Deformations of buildings on loess soils. Dans: Soil Mechanics and Foundation Engineering, v. 29, n. 1 (janvier 1992).

    https://doi.org/10.1007/bf02098839

  4. Kushner, S. G. (1994): Use of nonlinear models in soil mechanics. Dans: Soil Mechanics and Foundation Engineering, v. 31, n. 4 (juillet 1994).

    https://doi.org/10.1007/bf02336719

  5. Kushner, S. G. (1994): Measures to control rising groundwater for construction on slightly permeable soils. Dans: Soil Mechanics and Foundation Engineering, v. 31, n. 2 (mars 1994).

    https://doi.org/10.1007/bf02335015

  6. Kushner, S. G. (2008): Long-term deformations of an industrial building on loess soils prone to slump-type settlement. Dans: Soil Mechanics and Foundation Engineering, v. 45, n. 5 (septembre 2008).

    https://doi.org/10.1007/s11204-008-9025-9

  7. Kushner, S. G. / Ginzburg, L. K. / Golovakha, V. G. (1987): Comparison of computed and actual settlements of foundations built on fills. Dans: Soil Mechanics and Foundation Engineering, v. 24, n. 2 (mars 1987).

    https://doi.org/10.1007/bf01786657

  8. Kushner, S. G. (1965): Corrections to the example of calculating foundation settlement with consideration of the effect of an adjacent foundation. Dans: Soil Mechanics and Foundation Engineering, v. 2, n. 4 (juillet 1965).

    https://doi.org/10.1007/bf01706107

  9. Kushner, S. G. (1967): Causes of the deformation of the circular foundation of a wet gasholder. Dans: Soil Mechanics and Foundation Engineering, v. 4, n. 1 (janvier 1967).

    https://doi.org/10.1007/bf01706595

  10. Gol'dshtein, M. N. / Kushner, S. G. (1970): Engineering method for calculating foundation settlements at pressures exceeding the standard (for purposes of discussion). Dans: Soil Mechanics and Foundation Engineering, v. 7, n. 5 (septembre 1970).

    https://doi.org/10.1007/bf01704110

  11. Kushner, S. G. (1989): Deformation of reservoirs under the effect of a load due to a level embankment. Dans: Soil Mechanics and Foundation Engineering, v. 26, n. 4 (juillet 1989).

    https://doi.org/10.1007/bf02306655

  12. Kushner, S. G. / Khain, V. Ya. (1996): Stress state of foundation beds from surface loads. Dans: Soil Mechanics and Foundation Engineering, v. 33, n. 1 (janvier 1996).

    https://doi.org/10.1007/bf02354278

  13. Kushner, S. G. (1998): Stress-strain state of a bed of finite thickness under an arbitrary strip load applied to the surface. Dans: Soil Mechanics and Foundation Engineering, v. 35, n. 1 (janvier 1998).

    https://doi.org/10.1007/bf02465972

  14. Kushner, S. G. / Khain, V. Ya. (1999): Stress components in the foundation bed of a semi-infinitely long strip subjected to a uniform vertical loading. Dans: Soil Mechanics and Foundation Engineering, v. 36, n. 3 (mai 1999).

    https://doi.org/10.1007/bf02471221

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