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

Table 6

Hyperbolic model parameters and correlation coefficient R² of triaxial creep test (reconstituted clay).

Deviatoric stress(kPa)	Deviatoric stress level			Correlation coefficient (%)
60	0.18	0.63	367.21	97.77
120	0.36	1.12	379.50	98.08
180	0.55	1.71	388.81	98.90
240	0.73	2.43	404.11	99.14
300	0.91	3.28	416.40	99.39