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Some processes defining the rheological behavior of frozen soils under load

Ukhov, S. B. / Vlasov, A. N. / Merzlyakov, V. P. / Savatorova, V. L. / Talonov, A. V.

Abstract In developing long-term-strength and deformability criteria for plastically frozen soils, it is expedient to account for the effect of basic physical processes that take place in them on the local level. The proposed mathematical model of a frozen soil makes it possible to predict its deformations under load, which are associated with the local ice-water phase transition in the vicinity of a mineral particle and with the release of accumulated moisture onto the free surface (it is proven that primary consolidation is also possible in frozen soils).

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Some processes defining the rheological behavior of frozen soils under load

Ukhov, S. B. / Vlasov, A. N. / Merzlyakov, V. P. / Savatorova, V. L. / Talonov, A. V.

Abstract In developing long-term-strength and deformability criteria for plastically frozen soils, it is expedient to account for the effect of basic physical processes that take place in them on the local level. The proposed mathematical model of a frozen soil makes it possible to predict its deformations under load, which are associated with the local ice-water phase transition in the vicinity of a mineral particle and with the release of accumulated moisture onto the free surface (it is proven that primary consolidation is also possible in frozen soils).

Some processes defining the rheological behavior of frozen soils under load

Ukhov, S. B. / Vlasov, A. N. / Merzlyakov, V. P. / Savatorova, V. L. / Talonov, A. V.

Abstract In developing long-term-strength and deformability criteria for plastically frozen soils, it is expedient to account for the effect of basic physical processes that take place in them on the local level. The proposed mathematical model of a frozen soil makes it possible to predict its deformations under load, which are associated with the local ice-water phase transition in the vicinity of a mineral particle and with the release of accumulated moisture onto the free surface (it is proven that primary consolidation is also possible in frozen soils).

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Title:

Some processes defining the rheological behavior of frozen soils under load

Contributors:

Ukhov, S. B. (author) / Vlasov, A. N. (author) / Merzlyakov, V. P. (author) / Savatorova, V. L. (author) / Talonov, A. V. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 33

Publication date:

1996

ISSN:

DOI:

https://doi.org/10.1007/BF02354294

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Free Surface , Phase Transition , Civil Engineer , Mathematical Model , Physical Process

Classification:

Local classification TIB: 770/6545/8000
BKL: 56.20 Ingenieurgeologie, Bodenmechanik

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