An Elastic-Viscoplastic Model for Time-Dependent Behavior of Soft Clay and Its Application on Rheological Consolidation

Table 6

Percentage of strain components of specimen 2 (𝜎₃=200 kPa, 𝑡=7 d).

𝜎1−𝜎3 (kPa)	𝜀^𝑒11 (%)	𝜀^𝑣𝑒11 (%)	𝜀^𝑣𝑝11 (%)
40	77.03	16.53	6.45
80	67.74	16.83	15.43
120	66.77	19.71	13.53
160	67.13	19.81	13.06
200	69.51	18.37	12.12
240	70.96	16.86	12.17
280	73.97	17.40	8.63