Foundation Treatment Assessment and Postconstruction Settlement Prediction of a Loess High Fill Embankment: A Case Study

Table 7

Regressive models of PCS and its parameters.

Mathematical model	Mathematical expression	Regression parameter			Predicted (mm)	Measured (mm)
		a	b	c
Exponential curve		353.0	297.16	0.00667	322.6	322.4
Hyperbolic curve		0.2368	0.00248	—	315.2
Gompertz curve		−1.528	0.989	5.793	316.8
Peal curve		2.931	0.0152	318.4	313.3
Presented by authors		—	—	—	327.7

Note. In Table 7, the monitoring point 3 is taken as an example to compare the predicted and measured data (H = 80 m, D = 342 d, λ = 0.89,  = 0.41 m/d).