Estimation of Influence Scope of Lateral Displacement of Soft Ground under Vacuum Pressure with PVD

Table 2

Parameters for the soil at Wenzhou Vocational Secondary School Foundation.

			()	()			()	()
Dredger fill	0.8246	0.7016	8.3	16	−0.1717	1.639	1.98	10.1
Mud 1	0.8958	0.6747	7.9	16.5	−0.1659	1.516	1.34	11.2
Muddy silt clay	0.6596	0.4921	7.4	17	−0.2645	1.267	2.31	15.4
Mud 2	0.847	0.7346	10.3	15.8	−0.1063	1.718	1.67	24.5
Silty clay	0.7802	0.6396	14.5	16.8	−0.2362	1.312	2.48	8.8

Note. is the active earth pressure coefficient; .