Research Article

Study on the Creep Behaviors of Interactive Marine-Terrestrial Deposit Soils

Table 3

Fitting equation between stress and time.

Pressure (kPa)EquationR

50lg (ε) = 0.11268 lg (t) − 0.489490.89886
100lg (ε) = 0.07091 lg (t) + 0.371960.98067
200lg (ε) = 0.05368 lg (t) + 0.530820.97618
400lg (ε) = 0.04435 lg (t) + 0.743670.96874
800lg (ε) = 0.03996 lg (t) + 0.885270.96786
1600lg (ε) = 0.03124 lg (t) + 1.028550.96529