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S. G. Kushner

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Kushner, S. G. (2011): Stress state in the bed of a vertically loaded flexible rectangular foundation. In: Soil Mechanics and Foundation Engineering, v. 47, n. 6 (January 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. In: Soil Mechanics and Foundation Engineering, v. 21, n. 2 (March 1984).

    https://doi.org/10.1007/bf01710702

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

    https://doi.org/10.1007/bf02098839

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

    https://doi.org/10.1007/bf02336719

  5. Kushner, S. G. (1994): Measures to control rising groundwater for construction on slightly permeable soils. In: Soil Mechanics and Foundation Engineering, v. 31, n. 2 (March 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. In: Soil Mechanics and Foundation Engineering, v. 45, n. 5 (September 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. In: Soil Mechanics and Foundation Engineering, v. 24, n. 2 (March 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. In: Soil Mechanics and Foundation Engineering, v. 2, n. 4 (July 1965).

    https://doi.org/10.1007/bf01706107

  9. Kushner, S. G. (1967): Causes of the deformation of the circular foundation of a wet gasholder. In: Soil Mechanics and Foundation Engineering, v. 4, n. 1 (January 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). In: Soil Mechanics and Foundation Engineering, v. 7, n. 5 (September 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. In: Soil Mechanics and Foundation Engineering, v. 26, n. 4 (July 1989).

    https://doi.org/10.1007/bf02306655

  12. Kushner, S. G. / Khain, V. Ya. (1996): Stress state of foundation beds from surface loads. In: Soil Mechanics and Foundation Engineering, v. 33, n. 1 (January 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. In: Soil Mechanics and Foundation Engineering, v. 35, n. 1 (January 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. In: Soil Mechanics and Foundation Engineering, v. 36, n. 3 (May 1999).

    https://doi.org/10.1007/bf02471221

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