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Creep and long-term strength of clayey soils in triaxial compression

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

Abstract

The results of experimental investigations of the creep and long-term strength of clayey soils, which the authors conducted on a stabilometric type of triaxial-compression machine, are discussed. Equations describing laws governing vanishing and nonvanishing creep with allowance for dilatancy, and also a variant of the time-dependent equation of the limiting stress state are proposed.

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References

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  3. Yu. K. Zaretskii and S. É. Gorodetskii, “Dilatancy of frozen soil and construction of a deformation theory of creep,” Gidrotekh. Stroit., No. 2, 15–18 (1975).

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  4. A. M. Fish, Strength of frozen soil under combined stress state, Proceedings of the Sixth International Symposium on Ground Freezing, Vol. 1, Beijing, China, pp. 135–145.

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Authors
  1. S. S. Vyalov
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  2. A. Sh. Khamed
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 10–14, January–February, 1997.

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Vyalov, S.S., Khamed, A.S. Creep and long-term strength of clayey soils in triaxial compression. Soil Mech Found Eng 34, 9–14 (1997). https://doi.org/10.1007/BF02465083

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  • DOI: https://doi.org/10.1007/BF02465083

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