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

Stress-strain state of a transformed bed

  • 30 Accesses

  • 3 Citations

Abstract

Problems of the interaction between a foundation and a transformed bed are analyzed with consideration of the prestressed state, which is created in the bed during preliminary compaction.

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

References

  1. 1.

    P. L. Ivanov, Liquefaction and Consolidation of Noncohesive Soils Subject to Dynamic Effects [in Russian], Stroiizdat, Leningrad (1978).

  2. 2.

    Yu. K. Zaretskii and M. Yu. Garitslov, Deep Compaction of Soils under Percussive Loads [in Russian], Énergoatomizdat, Moscow (1989).

  3. 3.

    Z. G. Ter-Martirosyan, Soil Mechanics [in Russian], Izdatel’stvo “ASV,” Moscow (2005).

  4. 4.

    Z. G. Ter-Martirosyan, “Stress-strain state of an anisotropic saturated bed,” Vestn. MGSU, No. 1, 28–37 (2006).

  5. 5.

    S. B. Ukhov et al., Soil Mechanics, Beds, and Foundations [in Russian], Vysshaya Shkola, Moscow (2004).

Download references

Author information

Correspondence to Z. G. Ter-Martirosyan.

Additional information

__________

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 8–11, November–December, 2007.

Rights and permissions

Reprints and Permissions

About this article

Cite this article

Ter-Martirosyan, Z.G., Abdulmalek, A.S. Stress-strain state of a transformed bed. Soil Mech Found Eng 44, 195–198 (2007). https://doi.org/10.1007/s11204-007-0036-8

Download citation

Keywords

  • Residual Stress
  • Lateral Pressure
  • Weak Soil
  • Soil Pile
  • Residual Radial Stress