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

Table 5

Percentage of strain components of specimen 1 (𝜎₃=100 kPa, 𝑡=7 d).

𝜎1−𝜎3 (kPa)	𝜀^𝑒11 (%)	𝜀^𝑣𝑒11 (%)	𝜀^𝑣𝑝11 (%)
30	92.06	5.56	2.38
60	85.30	12.02	2.68
90	84.83	12.21	2.96
120	82.98	12.72	4.30
150	81.51	13.76	4.73
180	81.09	14.48	4.43
210	80.41	15.73	3.85