Research Article
Study on the Creep Behaviors of Interactive Marine-Terrestrial Deposit Soils
Table 3
Fitting equation between stress and time.
| Pressure (kPa) | Equation | R |
| 50 | lg (ε) = 0.11268 lg (t) − 0.48949 | 0.89886 | 100 | lg (ε) = 0.07091 lg (t) + 0.37196 | 0.98067 | 200 | lg (ε) = 0.05368 lg (t) + 0.53082 | 0.97618 | 400 | lg (ε) = 0.04435 lg (t) + 0.74367 | 0.96874 | 800 | lg (ε) = 0.03996 lg (t) + 0.88527 | 0.96786 | 1600 | lg (ε) = 0.03124 lg (t) + 1.02855 | 0.96529 |
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