Analysis of Large-Strain Consolidation Behavior of Soil with High Water Content in Consideration of Self-Weight

Table 1

Calculation parameters.

Surcharge (kPa)	Height (m)		Initial void ratio,	/10^−4 cm^2 (s)	/10^−4 cm^2 (s)	(mm)	(mm)
9.48	7.2	2.82	14.8	2.65	2.65	36.3	525	1	1	14.46