Research Article
An Elastic-Viscoplastic Model for Time-Dependent Behavior of Soft Clay and Its Application on Rheological Consolidation
Table 4
Model parameters of specimen 2 (
kPa).
| (kPa) | (MPa) | (MPa) | (MPa·s) | (GPa·s) |
| 40 | 10.75 | 18.04 | 138.81 | 12223 | 80 | 9.03 | 18.70 | 258.62 | 11747 | 120 | 8.34 | 16.94 | 299.47 | 12591 | 160 | 7.63 | 16.92 | 300.57 | 12704 | 200 | 6.60 | 17.29 | 261.18 | 11732 | 240 | 6.04 | 18.31 | 274.81 | 12823 | 280 | 5.08 | 16.02 | 281.65 | 11589 |
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