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Stress-strain state of a freezing layer of clayey soil
The one-dimensional problem of evaluating the stress-strain state of a freezing layer of clayey soil by analytical methods is stated and solved with consideration of its linear deformability and creep. Problems of interaction between a cylinder formed from a freezing clayey soil of unit thickness and a rigid constraining element (ring) and a cylindrical body of finite stiffness (pile) are examined in the elastic statement.
Stress-strain state of a freezing layer of clayey soil
The one-dimensional problem of evaluating the stress-strain state of a freezing layer of clayey soil by analytical methods is stated and solved with consideration of its linear deformability and creep. Problems of interaction between a cylinder formed from a freezing clayey soil of unit thickness and a rigid constraining element (ring) and a cylindrical body of finite stiffness (pile) are examined in the elastic statement.
Stress-strain state of a freezing layer of clayey soil
Ter-Martirosyan, Z. G. (author) / Gorbachev, P. A. (author)
2011
Article (Journal)
Electronic Resource
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
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