Springer Nature is making SARS-CoV-2 and COVID-19 research free. View research | View latest news | Sign up for updates

Investigation of the state of stress of clays during pile driving

  • 32 Accesses

  • 1 Citations

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

Literature cited

  1. 1.

    A. A. Bartolomei, Calculation of Continuous Pile Foundations [in Russian], Stroiizdat (1972).

  2. 2.

    G. F. Novozhilov, "Investigation of the increase of the bearing capacity of piles with time in weak soils of Leningrad," in: Construction on Weak Soils [in Russian], Riga (1970).

  3. 3.

    A. E. Radugin, "Increase of the bearing capacity of short piles with time," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 2 (1969).

  4. 4.

    A. Zhumadylova, N. M. Doroshkevich, and Z. G. Ter-Martirosyan, "Problem of the increase of pile resistance with time," TsBTI, Ministerstvo Avtomobil'nogo Transporta (1970).

  5. 5.

    Collection of Reports and Papers on Pile Foundations [in Russian], Stroiizdat (1968).

  6. 6.

    D. S. Baranov, "Some problems of measuring pressures in soils," in: Symposium Proceedings. Experimental Investigations of Engineering Structures [in Russian], No. 2, Leningrad (1965).

Download references

Additional information

Scientific-Research Institute of Bases and Underground Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 7–9, September–October, 1973.

Rights and permissions

Reprints and Permissions

About this article

Cite this article

Bakholdin, B.V., Bol'shakov, N.M. Investigation of the state of stress of clays during pile driving. Soil Mech Found Eng 10, 300–303 (1973). https://doi.org/10.1007/BF01705992

Download citation

Keywords

  • Clay
  • Civil Engineer
  • Structural Foundation
  • Hydraulic Engineer
  • Pile Driving