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

Table 4

value and pore pressure dissipation degree of reconstituted samples.

Soil type	Deviatoric stress (kPa)	Curve analysis method		Pore pressure dissipation method
		(min)		(min)
Reconstituted samples	60	682	72.97	1793	95
	120	903	69.12	2018	95
	180	1080	63.48	2158	95
	240	1289	65.96	2501	95
	300	1286	64.71	2661	95