Research Article
Creep Behavior of Saturated Clay in Triaxial Test and a Hyperbolic Model
Table 1
Physical index of soil samples.
| | Soil type | Depth (m) | Specific Gravity Gs | Water content w(%) | Void ratio e0 | Liquid limit wL (%) | Plastic limit wP (%) | Density (g/cm3) |
| | Intact clay | 20-25 | 2.74 | 31.1 | 0.892 | 39.20 | 22.00 | 1.898 | | Reconstituted clay | 28 | 1.854 |
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