Stress-strain state of a freezing layer of clayey soil

被引：0

作者：

Z. G. Ter-Martirosyan

P. A. Gorbachev

机构：

[1] Moscow State Civil-Engineering University,

来源：

Soil Mechanics and Foundation Engineering | 2011年 / 48卷

关键词：

Radial Stress; Freeze Soil; Clayey Soil; Unit Thickness; Freezing Layer;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

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.

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