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Stress-strain state of a frozen soil bed under a rigid plate

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

Abstract

Results are presented for numerical analysis of the stress-strain state of a permanently frozen soil bed beneath a centrally loaded rigid plate by the finite-element method with allowance for elasto-plastic deformations and crack formation. Results of the analysis are compared with data derived from experimental investigations. An analysis of the stress-strain state of the soil is provided.

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References

  1. S. S. Vyalov, Rheologic Properties And Bearing Capacity of Frozen Soils [in Russian], Izdatel’stvo Akademii Nauk SSSR, Moscow (1959).

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  2. G. S. Pisarenko and N. S. Mozharovskii, Equations And Boundary Problems of Plasticity And Creep Theory. Reference Manual [in Russian], Naukova Dumka, Kiev (1981).

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Authors and Affiliations

  1. OOO SEVER-EST., Russia

    R. M. Khafizov

Authors
  1. R. M. Khafizov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 2–6, January–February, 2006.

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Khafizov, R.M. Stress-strain state of a frozen soil bed under a rigid plate. Soil Mech Found Eng 43, 1–7 (2006). https://doi.org/10.1007/s11204-006-0014-6

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  • DOI: https://doi.org/10.1007/s11204-006-0014-6

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