Field Test and Numerical Studies on Influences of PVD Spacing on Vacuum Treatment Effects of Dredged Slurry

Table 2

Final PWP dissipations during vacuum preloading period.

Depth (m)	T1 (900 mm) (kPa)	T2 (800 mm) (kPa)	T3 (700 mm) (kPa)
−1	59.58	63.12	68.89
−4	39.21	42.22	47.83
−7	15.32	16.58	18.52