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

Table 5

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

Deviatoric stress(kPa)	Deviatoric stress level			Correlation coefficient (%)
60	0.14	0.63	215.82	96.76
120	0.28	1.31	278.18	96.39
180	0.42	2.20	307.76	96.39
240	0.56	3.06	426.34	96.79
300	0.70	3.81	497.59	96.68
360	0.84	4.72	578.34	97.19
420	0.98	5.70	674.58	97.57