Creep Behavior of Saturated Clay in Triaxial Test and a Hyperbolic Model

Table 8

Hyperbolic model parameters and correlation coefficient of the triaxial creep test (reconstituted clay).

Deviatoric stress(kPa)	Deviatoric stress level			Correlation coefficient (%)
60	0.18	0.30	949.72	97.36
120	0.36	0.44	891.90	97.48
180	0.55	0.50	909.39	90.36
240	0.73	0.65	1353.53	96.93
300	0.91	0.82	976.00	97.97