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

Table 7

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

Deviatoric stress(kPa)	Deviatoric stress level			Correlation coefficient (%)
60	0.14	0.18	2575	99.14
120	0.28	0.37	2936	99.05
180	0.42	0.67	3556	99.76
240	0.53	1.07	5787	99.71
300	0.70	1.65	6521	99.55
360	0.84	1.88	7126	99.35
420	0.98	10.22	42239	99.72