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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. Guenfoud, S. / Amrane, M. N. / Bosakov, S. V. / Ouelaa, N. (2009): Semi-analytical evaluation of integral forms associated with Lamb's problem. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 3 (March 2009).

    https://doi.org/10.1016/j.soildyn.2008.04.007

  2. Guenfoud, S. / Bosakov, S. V. / Laefer, D. F. (2009): Dynamic analysis of a beam resting on an elastic half-space with inertial properties. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 8 (August 2009).

    https://doi.org/10.1016/j.soildyn.2009.01.005

  3. Bosakov, S. V. (1982): Anchor design with allowance for discontinuity in an elastic foundation bed. In: Soil Mechanics and Foundation Engineering, v. 19, n. 2 (March 1982).

    https://doi.org/10.1007/bf02304607

  4. Bosakov, S. V. (1977): Analysis of deep anchor plates of finite rigidity. In: Soil Mechanics and Foundation Engineering, v. 14, n. 6 (November 1977).

    https://doi.org/10.1007/bf02092238

  5. Bosakov, S. V. (1994): Design of flexible slabs of arbitrary planform on any type of elastic bed. In: Soil Mechanics and Foundation Engineering, v. 31, n. 1 (January 1994).

    https://doi.org/10.1007/bf02336647

  6. Bosakov, S. V. (1986): Bending of bar in elastic half-space taking into account the elastic base discontinuity. In: Soil Mechanics and Foundation Engineering, v. 23, n. 1 (January 1986).

    https://doi.org/10.1007/bf01743394

  7. Bosakov, S. V. (2016): Rotary Motion of an Annular Plate in an Elastic Layer. In: Soil Mechanics and Foundation Engineering, v. 53, n. 4 (September 2016).

    https://doi.org/10.1007/s11204-016-9391-7

  8. Yagolkovskii, S. N. / Bosakov, S. V. (1976): Deflection of a rigid vertical plate in an elastic half space. In: Soil Mechanics and Foundation Engineering, v. 13, n. 1 (January 1976).

    https://doi.org/10.1007/bf01703040

  9. Bosakov, S. V. (1989): Calculation of deep rigid rectangular anchor slabs. In: Soil Mechanics and Foundation Engineering, v. 26, n. 5 (September 1989).

    https://doi.org/10.1007/bf02311935

  10. Bosakov, S. V. (1989): Analysis of bar with restrained top taking into account soil-base discontinuities. In: Soil Mechanics and Foundation Engineering, v. 26, n. 6 (November 1989).

    https://doi.org/10.1007/bf02309488

  11. Bosakov, S. V. (1991): Calculation of a plate of finite stiffness in an elastic half space with allowance for bed discontinuity. In: Soil Mechanics and Foundation Engineering, v. 28, n. 5 (September 1991).

    https://doi.org/10.1007/bf02305815

  12. Bosakov, S. V. (1993): Calculation of beams and slabs on an elastic base with consideration of a break in continuity and creep of the elastic base. In: Soil Mechanics and Foundation Engineering, v. 30, n. 2 (March 1993).

    https://doi.org/10.1007/bf01782905

  13. Bosakov, S. V. / Fomicheva, N. M. (1988): Bending of beams located near a slope. In: Soil Mechanics and Foundation Engineering, v. 25, n. 2 (March 1988).

    https://doi.org/10.1007/bf01704529

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