Skip to main content
SpringerLink
Log in

Experimental determination of the parameters of a viscoelastic foundation bed with two coefficients of subgrade reaction

  • Soil Mechanics
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Literature cited

  1. G. B. Muravskii, "Calculation of forced oscillations of a circular footing supported on an elastic bed," Osn., Fundam. Mekh. Gruntov, No. 1, 7–8 (1966).

  2. G. B. Muravskii and V. V. Naivel't, "Rotational oscillations of a footing on a bed with two coefficients of subgrade reaction," Stroit. Mekh. Raschet Sooryzh., No. 2, 70–72 (1972).

  3. G. B. Muravskii and D. K. Pugachevskii, "Oscillations of an elliptical footing on a linearly deformable bed," Osn., Fundam. Mekh. Gruntov, No. 1, 24–26 (1987).

  4. A. L. Emel'yanov, "Oscillations of a rectangular plate on a bed with two coefficients of subgrade reaction with allowance for energy dissipation," Tr. Moskov. Inst. Inzh. Zheleznodor. Transp., No. 367, 180–196 (1970).

  5. O. A. Savinov, Foundations under Machinery (Fundamentals of Design) [in Russian], Stroiizdat, Moscow (1955).

    Google Scholar 

  6. G. B. Muravskii, "Parameter for a M. M. Filonenko-Borodich foundation bed," Osn., Fundam. Mekh. Gruntov, No. 1, 37–38 (1974).

  7. Construction Rule and Regulation II-19-79. Foundations for Machinery with Dynamic Loads [in Russian].

  8. V. G. Taranov, "Experimental investigations of the interaction between a vertically oscillating foundation and the ground and determination of dynamic bed characteristics," Author's Abstract of Candidate's Dissertation, Technical Sciences, Moscow (1976).

    Google Scholar 

  9. D. D. Barkan, Experimental investigation of the vibrations of continuous foundations installed on water-impregnated cohesive soils, Proceedings of the Scientific-Research Institute of Foundations and Underground Structures. Collection No. 4, Otd. Nauchno-Tekh. Informatsii, Moscow (1934), pp. 5–47.

    Google Scholar 

  10. M. Novak, "Prediction of footing vibrations," J. Soil Mech. Found. Div., Proc. Am. Soc. Civil Eng.,96, No. 3, 837–861 (1970).

    Google Scholar 

  11. G. F. Weissman, "A mathematical model of a vibrating soil — foundation system," The Bell Sys. Tech. J.,45, No. 1, 177–228 (1966).

    Google Scholar 

  12. F. E. Richart and R. V. Whitman, "Comparison of footing vibration tests with theory." J. Soil Mech. Found. Div., Proc. Am. Soc. Civil Eng.,93, No. 6, 143–168 (1967).

    Google Scholar 

  13. R. V. Whitman, Analysis of foundation vibrations. Vibration in civil engineering. Proceedings of a Symposium Organized by the British National and International Society for Earthquakes, London, England (1966), pp. 159–207.

  14. N. E. Funston and W. J. Hall, "Footing vibration with nonlinear subgrade support. J. Soil Mech. Found. Div., Proc. Am. Soc. Civil Eng.,93, No. 5, 191–221 (1967).

    Google Scholar 

  15. Z. B. Fry, Development and evolution of soil bearing capacity. Foundations of structures, US Army Engineering Waterways Experiment Station, Technical Report No. 3-632, Vicksburg, Miss. (1963).

Download references

Author information

Authors and Affiliations

  1. Moscow Institute of Railroad Engineers, USSR

    G. B. Muravskii & D. K. Pugachevskii

Authors
  1. G. B. Muravskii
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. D. K. Pugachevskii
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 26–29, January–February, 1990.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Muravskii, G.B., Pugachevskii, D.K. Experimental determination of the parameters of a viscoelastic foundation bed with two coefficients of subgrade reaction. Soil Mech Found Eng 27, 37–42 (1990). https://doi.org/10.1007/BF02306680

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02306680

Keywords

Search

Navigation