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A platform for research: civil engineering, architecture and urbanism
On the coefficient of temperature expansion of frozen soils
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.
On the coefficient of temperature expansion of frozen soils
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.
On the coefficient of temperature expansion of frozen soils
Merzlyakov, V. P. (author) / Rudykh, O. L. (author)
2010
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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