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V. G. Fedorovskii

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. 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. Dans: Soil Mechanics and Foundation Engineering, v. 55, n. 6 (janvier 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. Dans: Soil Mechanics and Foundation Engineering, v. 18, n. 1 (janvier 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. Dans: Soil Mechanics and Foundation Engineering, v. 15, n. 4 (juillet 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. Dans: Soil Mechanics and Foundation Engineering, v. 37, n. 4 (juillet 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. Dans: Soil Mechanics and Foundation Engineering, v. 50, n. 5 (novembre 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. Dans: Soil Mechanics and Foundation Engineering, v. 43, n. 3 (mai 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. Dans: Soil Mechanics and Foundation Engineering, v. 50, n. 6 (janvier 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. Dans: Soil Mechanics and Foundation Engineering, v. 22, n. 2 (mars 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. Dans: Soil Mechanics and Foundation Engineering, v. 51, n. 6 (janvier 2015).

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

  10. Shulyatˈev, S. O. / Fedorovskii, V. G. (2013): Settlement observations of the ministry of foreign affairs building in Moscow and comparison with calculated values. Dans: Soil Mechanics and Foundation Engineering, v. 49, n. 6 (janvier 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. Dans: Soil Mechanics and Foundation Engineering, v. 31, n. 3 (mai 1994).

    https://doi.org/10.1007/bf02335022

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

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

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

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

  14. Fedorovskii, V. G. (1972): Expansion of a cylindrical borehole in an elastoplastic medium. Dans: Soil Mechanics and Foundation Engineering, v. 9, n. 2 (mars 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. Dans: Soil Mechanics and Foundation Engineering, v. 40, n. 5 (septembre 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. Dans: Soil Mechanics and Foundation Engineering, v. 42, n. 4 (juillet 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. Dans: Soil Mechanics and Foundation Engineering, v. 46, n. 3 (mai 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). Dans: Soil Mechanics and Foundation Engineering, v. 9, n. 5 (septembre 1972).

    https://doi.org/10.1007/bf01707061

  19. Fedorovskii, V. G. / Kaganovskaya, S. E. (1975): Rigid plate on nonlinearly deformable cohesive base (plane problem). Dans: Soil Mechanics and Foundation Engineering, v. 12, n. 1 (janvier 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. Dans: Soil Mechanics and Foundation Engineering, v. 25, n. 4 (juillet 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. Dans: Soil Mechanics and Foundation Engineering, v. 35, n. 4-5 (juillet 1998).

    https://doi.org/10.1007/bf02465923

  22. Fedorovskii, V. G. (2017): A Correction Term in the Terzaghi Equation for Subsoil Bearing Capacity Analysis. Dans: Soil Mechanics and Foundation Engineering, v. 53, n. 6 (janvier 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. Dans: Soil Mechanics and Foundation Engineering, v. 54, n. 6 (janvier 2018).

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

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