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

Table 7

Variation of groundwater depth and load intensity.

Plan	Load (kPa)	Groundwater depth (m)
		10^th	20^th	30^th	40^th	50^th	60^th	70^th	80^th	90^th	100^th
IV-01	1	-0.5	-1.0	-5.0	-8.0	-10.0	-15.0	-20.0	-25.0	-30.0	-40.0
IV-02	5	-0.5	-1.0	-5.0	-8.0	-10.0	-15.0	-20.0	-25.0	-30.0	-40.0
IV-03	10	-0.5	-1.0	-5.0	-8.0	-10.0	-15.0	-20.0	-25.0	-30.0	-40.0
IV-04	100	-0.5	-1.0	-5.0	-8.0	-10.0	-15.0	-20.0	-25.0	-30.0	-40.0
IV-05	500	-0.5	-1.0	-5.0	-8.0	-10.0	-15.0	-20.0	-25.0	-30.0	-40.0