Consolidation by Prefabricated Vertical Drains with a Threshold Gradient

Table 1

Parameters and values used in the case at SkaÊ-Edeby.

(m)	(m)	=	(m^2/y)	(m/y)	(m^3/y)	(m)
1.575	0.18	8.75		0.02	100	12

refers to the solution determined from back-calculation method by fitting the field data from Hansbo’s study [14].