Research Article
Constitutive Model of Lateral Unloading Creep of Soft Soil under Excess Pore Water Pressure
Table 4
Fitting parameters of the constitutive model for soft soil unloading creep at u = 40 kPa.
| | Stress level | EH (MPa) | E01 (MPa) | E02 (MPa) | η (MPa·h) | EPH (MPa) | EP01 (MPa) | EP02 (MPa) | ηP (MPa·h) |
| | 99 | 22.873 | 3.685 | 6.619 | 1264.069 | — | — | — | — | | 109 | 10.416 | 767.318 | — | — | — | — | | 119 | 7.439 | 6.957 | 0.731 | 0.195 | 0.648 | 1.704 | | 129 | 1.098 | 14.753 | 0.317 | 0.489 |
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