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V. G. Fedorovskii

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. Bokov, I. A. / Fedorovskii, V. G. (2019): On the Applicability of the Influence Function Obtained from Single-Pile Calculations for the Calculation of Pile Groups. In: Soil Mechanics and Foundation Engineering, v. 55, n. 6 (January 2019).

    https://doi.org/10.1007/s11204-019-09549-y

  2. Kolesnikov, Yu. M. / Kurillo, S. V. / Levachev, S. N. / Fedorovskii, V. G. (1981): Comprehensive investigations of horizontally loaded piles in cohesionless soils. In: Soil Mechanics and Foundation Engineering, v. 18, n. 1 (January 1981).

    https://doi.org/10.1007/bf01711055

  3. Barvashov, V. A. / Fedorovskii, V. G. (1978): Three-parameter model of a soil base and pile field taking into account irreversible structural deformations of the soil. In: Soil Mechanics and Foundation Engineering, v. 15, n. 4 (July 1978).

    https://doi.org/10.1007/bf02111773

  4. Fedorovskii, V. G. / Bezvolev, S. G. (2000): Prediction of shallow-foundation settlements and selection of bed models for slab analysis. In: Soil Mechanics and Foundation Engineering, v. 37, n. 4 (July 2000).

    https://doi.org/10.1007/bf02885345

  5. Grevtsev, A. A. / Fedorovskii, V. G. (2013): Formula for Limiting Pressure of Cavity Expansion and its Practical Application. In: Soil Mechanics and Foundation Engineering, v. 50, n. 5 (November 2013).

    https://doi.org/10.1007/s11204-013-9231-y

  6. Fedorovskii, V. G. (2006): Limiting pressure on rows of strip plates and the "no-force-through" effect. In: Soil Mechanics and Foundation Engineering, v. 43, n. 3 (May 2006).

    https://doi.org/10.1007/s11204-006-0029-z

  7. Fedorovskii, V. G. / Shulyat'ev, S. O. (2014): Construction of the Ukraina Hotel as an Example of Interaction between its Bed, Foundation, and Superstructure. In: Soil Mechanics and Foundation Engineering, v. 50, n. 6 (January 2014).

    https://doi.org/10.1007/s11204-014-9241-4

  8. Fedorovskii, V. G. / Onopa, I. A. (1985): Surface settlements of a wedge-shape bed under a concentrated load. In: Soil Mechanics and Foundation Engineering, v. 22, n. 2 (March 1985).

    https://doi.org/10.1007/bf01711027

  9. Grevtsev, A. A. / Fedorovskii, V. G. (2015): Calculation of the Lateral Resistance of a Probe Based on Mechanical Characteristics of the Soil. In: Soil Mechanics and Foundation Engineering, v. 51, n. 6 (January 2015).

    https://doi.org/10.1007/s11204-015-9287-y

  10. ShulyatĖˆev, S. O. / Fedorovskii, V. G. (2013): Settlement observations of the ministry of foreign affairs building in Moscow and comparison with calculated values. In: Soil Mechanics and Foundation Engineering, v. 49, n. 6 (January 2013).

    https://doi.org/10.1007/s11204-013-9195-y

  11. Fedorovskii, V. G. / Bezvolev, S. G. (1994): Method of calculating pile fields and other vertically reinforced soil masses. In: Soil Mechanics and Foundation Engineering, v. 31, n. 3 (May 1994).

    https://doi.org/10.1007/bf02335022

  12. Fedorovskii, V. G. (2008): On some "generalizations" of analytical engineering methods. In: Soil Mechanics and Foundation Engineering, v. 45, n. 3 (May 2008).

    https://doi.org/10.1007/s11204-008-9008-x

  13. Fedorovskii, V. G. / Il'in, S. V. (2015): Safety Factors. In: Soil Mechanics and Foundation Engineering, v. 52, n. 2 (May 2015).

    https://doi.org/10.1007/s11204-015-9306-z

  14. Fedorovskii, V. G. (1972): Expansion of a cylindrical borehole in an elastoplastic medium. In: Soil Mechanics and Foundation Engineering, v. 9, n. 2 (March 1972).

    https://doi.org/10.1007/bf01702900

  15. Fedorovskii, V. G. (2003): Bearing Capacity of an Eccentrically and Obliquely Loaded Strip Foundation on a Weightless Cohesive Bed. In: Soil Mechanics and Foundation Engineering, v. 40, n. 5 (September 2003).

    https://doi.org/10.1023/b:smaf.0000010109.35709.7b

  16. Fedorovskii, V. G. (2005): Bearing Capacity of the Granular Bed of a Strip Foundation under an Inclined Eccentric Load. In: Soil Mechanics and Foundation Engineering, v. 42, n. 4 (July 2005).

    https://doi.org/10.1007/s11204-005-0035-6

  17. Fedorovskii, V. G. (2009): Limiting soil resistance to the transverse displacement of a pipeline. In: Soil Mechanics and Foundation Engineering, v. 46, n. 3 (May 2009).

    https://doi.org/10.1007/s11204-009-9049-9

  18. Fedorovskii, V. G. (1972): Analysis of the stress-strain state of a multilayer half-space under the action of a concentrated load (axisymmetrical problem). In: Soil Mechanics and Foundation Engineering, v. 9, n. 5 (September 1972).

    https://doi.org/10.1007/bf01707061

  19. Fedorovskii, V. G. / Kaganovskaya, S. E. (1975): Rigid plate on nonlinearly deformable cohesive base (plane problem). In: Soil Mechanics and Foundation Engineering, v. 12, n. 1 (January 1975).

    https://doi.org/10.1007/bf01705151

  20. Fedorovskii, V. G. / Kurillo, S. V. / Kulakov, N. A. (1988): Computing the lateral load on piles and pile groups from the model of a linearly deformable half space. In: Soil Mechanics and Foundation Engineering, v. 25, n. 4 (July 1988).

    https://doi.org/10.1007/bf01709229

  21. Fedorovskii, V. G. / Kurillo, S. V. (1998): Method of a variable level of shear-strength mobilization for calculation of the strength of soil masses. In: Soil Mechanics and Foundation Engineering, v. 35, n. 4-5 (July 1998).

    https://doi.org/10.1007/bf02465923

  22. Fedorovskii, V. G. (2017): A Correction Term in the Terzaghi Equation for Subsoil Bearing Capacity Analysis. In: Soil Mechanics and Foundation Engineering, v. 53, n. 6 (January 2017).

    https://doi.org/10.1007/s11204-017-9413-0

  23. Bokov, I. A. / Fedorovskii, V. G. (2018): On the Calculation of Groups of Piles Using Mutual Influence Coefficients in the Elastic Half-Space Model. In: Soil Mechanics and Foundation Engineering, v. 54, n. 6 (January 2018).

    https://doi.org/10.1007/s11204-018-9482-8

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