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Thermorheological model of a frozen-soil continuum

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

A method of evaluating the stress-strain state of frozen soils, which takes into account the existence of elastoviscoplastic and temperature deformations over time under variable external effects, is described.

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Authors
  1. A. S. Gerasimov
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 10–13, July–August, 1997.

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Gerasimov, A.S. Thermorheological model of a frozen-soil continuum. Soil Mech Found Eng 34, 110–115 (1997). https://doi.org/10.1007/BF02465942

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  • DOI: https://doi.org/10.1007/BF02465942

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