Research Article
Creep Behavior of Saturated Clay in Triaxial Test and a Hyperbolic Model
Table 2
Triaxial creep test plan.
| | Soil type | Shear strength in CU test (qf/kPa) | Loading steps (q/kPa) |
| | Intact clay | 430 | 60-120-180-240-300-360-420 | | Reconstituted clay | 330 | 60-120-180-240-300 |
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