Research Article
Constitutive Model of Lateral Unloading Creep of Soft Soil under Excess Pore Water Pressure
Table 2
Fitting parameters of equation (
1).
| | Excess pore water pressure (kPa) | E01 (MPa) | E02 (MPa) | B | Correlation coefficient, R2 |
| | 0 | 5.02160 | 4.68534 | 0.23374 | 0.96005 | | 20 | 4.99321 | 5.24866 | 0.72361 | 0.93767 | | 40 | 3.68518 | 6.61890 | 0.96771 | 0.95332 | | 60 | 0.88860 | 0.88203 | 1.20161 | 0.99887 |
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