Study on Prediction Method for Postconstruction Settlement of Loess Fill Foundation in Northern Shaanxi, China

Table 3

Testing parameters.

Water content	Dry density	Parameter
		α	β	e	f	r (kN/m^3)
14%	1.60	0.0527	0.0455	1.5249	−0.0174	18.24
	1.65	0.0639	0.03241	1.6203	−0.0160	18.81
	1.70	0.0498	0.02934	1.6274	−0.0149	19.38
	1.75	0.0494	0.02865	1.7379	−0.0188	19.95
18%	1.65	0.0805	0.04795	1.7261	−0.0328	19.47