A Discrete-Time Model-Based Method for Predicting Settlement of Geotechnical Foundations in Buildings

Table 2

Settlement prediction results of GM (1, 1) and hyperbolic model.

Number	ZH K0 +300			DH K3 +800
	True (mm)	GM (1, 1) (mm)	Hyperbolic (mm)	True (mm)	GM (1, 1) (mm)	Hyperbolic (mm)
2	68.54	64.96	67.12	84.33	86.78	79.91
3	55.36	57.21	57.63	75.46	70.79	66.65
4	48.56	50.38	50.02	57.18	57.74	56.43
5	44.37	44.37	43.83	47.35	47.1	48.40
6	37.41	39.07	38.71	34.48	38.42	41.96
7	36.84	34.41	34.45	31.52	31.34	36.73