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

Table 8

Material parameters of computed model.

𝐸0 (MPa)	𝐸1 (MPa)	𝜂1 (MPa·s)	𝜂2 (GPa·s)	𝛾sat (kN·m^−3)	𝑘𝑣0 (m·s^−1)	𝑃0 (kPa)	𝑀	𝜆	𝜅	𝑒0	𝜇	𝐶𝑘
2.5	11.5	150	24000	17.7	4.5𝐸−9	50	0.898	0.102	0.015	1.08	0.35	0.5