Research Article
An Elastic-Viscoplastic Model for Time-Dependent Behavior of Soft Clay and Its Application on Rheological Consolidation
Table 3
Model parameters of specimen 1 (
kPa).
| (kPa) | (MPa) | (MPa) | (MPa·s) | (GPa·s) |
| 30 | 2.49 | 18.56 | 501.60 | 16073 | 60 | 2.51 | 10.69 | 189.93 | 17950 | 90 | 2.49 | 11.69 | 181.98 | 21297 | 120 | 2.47 | 11.58 | 145.44 | 24253 | 150 | 2.36 | 10.49 | 104.97 | 25049 | 180 | 2.36 | 10.18 | 98.91 | 22046 | 210 | 2.35 | 9.45 | 120.32 | 26240 |
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