Nonlinear Finite Strain Consolidation Analysis with Secondary Consolidation Behavior

Table 1

Experimental data of Hangzhou soft clay.

𝐶𝑐	𝐶𝑘	𝐶𝑠	𝑒0	𝑘0/(m·minute^−1)	𝛾𝑠/(kN·m^−3)	𝑔/(m^2·minute^−1)	𝜆/kPa^−1
0.2418	0.4191	7.735𝑒(−3)	1.18	1.419𝑒(−8)	26.70	3.422𝑒(−7)	2.028𝑒(−3)