Research Article
Constitutive Model of Lateral Unloading Creep of Soft Soil under Excess Pore Water Pressure
Table 5
Fitting parameters of the constitutive model for soft soil unloading creep at u = 60 kPa.
| | Stress level (kPa) | EH (MPa) | E01 (MPa) | E02 (MPa) | η (MPa·h) | EPH (MPa) | EP01 (MPa) | EP02 (MPa) | ηP (MPa·h) |
| | 99 | 3.718 | 0.889 | 0.882 | 584.541 | — | — | — | — | | 109 | 2.113 | 283.493 | — | — | — | — | | 119 | 1.754 | 0.635 | 0.337 | 0.113 | 0.317 | 1.042 | | 129 | 0.508 | 1.897 | 0.182 | 0.181 |
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