Review Article
Cyclic Degradation Characteristics of Undisturbed Soft Clay considering Anisotropy
Table 2
Stress component interpretation equation.
| | | Stress | Strain |
| | Circumferential | | | | Radial | | | | Vertical | | | | Shear | | | | Major principal | | | | Intermediate principal | | | | Minor principal | | | | Mean principal stress | | — | | Deviatoric stress | | |
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