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)

4010.7518.04138.8112223
809.0318.70258.6211747
1208.3416.94299.4712591
1607.6316.92300.5712704
2006.6017.29261.1811732
2406.0418.31274.8112823
2805.0816.02281.6511589