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

Table 3

value and pore pressure dissipation degree of intact samples.

Soil type	Deviatoric stress (kPa)	Curve analysis method		Pore pressure dissipation method
		(min)		(min)
Intact samples	60	1335	73.90	2778	95
	120	2028	77.20	3250	95
	180	2186	81.60	3763	95
	240	2816	83.47	3914	95
	300	2839	86.09	4215	95
	360	3714	87.74	4333	95
	420	4078	86.73	4747	95

Note: represents the maximum pore pressure and is the corresponding pore pressure at .