STRESS AS A STATE PARAMETER OF SOILS.

被引：0

作者：

Feda, Jaroslav ^{[1
]}

机构：

[1] Czechoslovak Acad of Sciences, Prague, Czech, Czechoslovak Acad of Sciences, Prague, Czech

来源：

Stavebnicky casopis | 1987年 / 35卷 / 06期

关键词：

KAOLIN - Mechanical Properties - SOIL MECHANICS - STRESSES - Analysis;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

A physical similitude of the mechanical behavior of soils is investigated on the basis of a series of triaxial undrained CIU tests of kaolin. The deformation process is, as a rule, discontinuous as disclose a segmentlike form of the stress paths. Physically isomorphous behavior was identified only in a narrow range of stresses. This is explained by the sensitivity of the soil structure to reflect different stress states, stress being one of the most important state variables of soils.

引用

页码：443 / 458