Statistically Quantifying the Uncertainty in Strength of Marine Clay Stabilized by a Type of Portland-Fly Ash Cement

Table 1

Summary of parameters in equation (4).

Component	Parameter	Value
OPC	m1	0.36
	n1	3.1
	q∞1	44,000
	α1	1,174
	r1	0.52
Fly ash	m2	0.36
	n2	3.2
	q∞2	85,000
	α2	1,150
	r2	2.5