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

Table 3

Comparison of settlement prediction results of monitoring points.

Number	ZH K0 +300			DH K3 +800
	True (mm)	Our (mm)	Error (%)	True (mm)	Our (mm)	Error (%)
2	68.54	69.64	−1.60	84.33	87.14	−3.33
3	55.36	55.54	−0.33	75.46	77.05	−2.11
4	48.56	48.38	0.37	57.18	58.65	−2.57
5	44.37	44.14	0.52	47.35	46.91	0.93
6	37.41	37.24	0.45	34.48	33.33	3.34
7	36.84	36.86	−0.05	31.52	30.86	2.09