The need for investigation of temperature-induced deformations of frozen soils is demonstrated. Basic concepts associated with temperature-induced stresses and strains are cited. The influence of the “aftereffect” of temperature-induced deformations, which are closely associated with the rheology of frozen soils developed by S. S. Vyalov and his students, is briefly described.
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 14–19, September–October, 2010.
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Merzlyakov, V.P., Rudykh, O.L. On the coefficient of temperature expansion of frozen soils. Soil Mech Found Eng 47, 180–188 (2010). https://doi.org/10.1007/s11204-010-9107-3
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DOI: https://doi.org/10.1007/s11204-010-9107-3