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

Table 4

Empirical equation parameters of different compaction coefficients.

Compaction coefficient	Parameter
	α	β	e	f	r (kN/m^3)
0.87	0.0583	0.0390	1.573	−0.0167	18.47
0.90	0.0568	0.0309	1.624	−0.0155	19.04
0.93	0.0496	0.0290	1.682	−0.0169	19.72
0.95	0.0494	0.0287	1.738	−0.0188	19.95