Investigation of Land Subsidence Based on the Column Element Settlement Model in a Soft-Soil Area

Table 6

Load intensity varies with time (unit: kPa).

Plan	Time (y)
	1	2	3	4	5	6	7	8	9	10
Π-01	10	20	30	40	50	60	70	80	90	100
Π-02	10	20	30	40	50	50	40	30	20	10
Π-03	10	20	30	10	0	60	25	50	35	35