Differential Settlement of Intersecting Buildings in an Offshore Reclamation Project

Table 2

Initial consolidation pressure and initial shear strength index of the soil layers.

Consolidated soil layer	(kPa)	(°)		(kPa)	(°)	(kPa)
Sludge	5.0	22.5	1.0	6.0	20.5	29.45
Sludge with sand	8.0	29	0.27	9.46	28.4	104.11
Muddy clay	6.0	29.6	0.25	7.96	29.1	290.44