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)

302.4918.56501.6016073
602.5110.69189.9317950
902.4911.69181.9821297
1202.4711.58145.4424253
1502.3610.49104.9725049
1802.3610.1898.9122046
2102.359.45120.3226240