Advertisement

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

Integral methods of determining the parameters of one-dimensional consolidation

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

Literature cited

  1. 1.

    Yu.K. Zaretskii, Theory of Soil Consolidation [in Russian], Nauka, Moscow (1967).

  2. 2.

    V. B. Georgievskii, Unified Algorithmas for Determining Seepage Parameters [in Russian], Naukova Dumka, Kiev (1971).

  3. 3.

    N. A. Tsytovich, Yu. K. Zaretskii, et al., Prediction of the Rate of Settlement of Bases of Structures [in Russian], Stroiizdat, Moscow (1967).

  4. 4.

    Yu. K. Zaretskii, "Problems of consolidation and creep with consideration of the size distribution of soil pores," Osn. Fundam. Mekh. Gruntvo, No. 4 (1973).

  5. 5.

    Methodological Recommendations on Determination of Compression and Consolidation Characteristics of Weak Soils [in Russian], Soyuzdornii, Moscow (1974).

  6. 6.

    S. S. Vyalov, Rheological Bases of Soil Mechanics [in Russian], Vysshaya Shkola, Moscow (1978).

  7. 7.

    L. S. Amaryan, G. V. Sorokina, and L. V. Ostroumova, "Regularities of consolidation and structural-mechanical properties of peat soils," in: Proceedings of the 8th International Congress of Soil Mechanics and Foundation Engineering [in Russian], Stroiizdat, Moscow (1973).

Download references

Additional information

Kalinin Polytechnic Institute. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 25–26, November–December, 1980.

Rights and permissions

Reprints and Permissions

About this article

Cite this article

Sukharev, B.V. Integral methods of determining the parameters of one-dimensional consolidation. Soil Mech Found Eng 17, 255–258 (1980). https://doi.org/10.1007/BF01710763

Download citation

Keywords

  • Civil Engineer
  • Integral Method
  • Structural Foundation
  • Hydraulic Engineer