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

Table 1

Actual settlement of monitoring point ZH K0 +300 and DH K3 +800.

Number	1	2	3	4	5	6	7
Time/d	0∼60	60∼120	120∼180	180∼240	240∼300	300∼360	360∼420
ZH K0 +300 settling volume/mm	79.31	68.54	55.36	48.56	44.37	37.41	36.84
DH K3 +800 settling volume/mm	92.22	84.33	75.46	57.18	47.35	34.48	31.52