Research Article
Constitutive Model of Lateral Unloading Creep of Soft Soil under Excess Pore Water Pressure
Table 3
Fitting parameters of equation (
5).
| Excess pore water pressure (kPa) | EP01 (MPa) | EP02 (MPa) | B′ | Correlation coefficient, R2 |
| 0 | 0.29101 | 0.55861 | 0.37896 | 0.98610 | 20 | 0.16645 | 0.47134 | 0.49278 | 0.94150 | 40 | 0.19488 | 0.64812 | 0.58159 | 0.98395 | 60 | 0.11276 | 0.31700 | 0.89094 | 0.93612 |
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