Study on Osmotic Consolidation and Hydraulic Conductivity Behavior of an Expansive Soil Inundated with Sodium Chloride Solution

Table 4

Experimental data for sample 3–soil inundated with distilled water at incremental loading.

Stage no.	Applied pressure P (kg/cm^2)	Compression ΔH (mm)	e	de	(cm^2/kg)	(cm^2/kg)	(cm^2/min)	k (cm/sec)	(cm^2/kg)
1	0.1	0.063	0.581	0.005	0.05	0.03	0.0183	9.63E − 09	0.013
2	0.2	0.063	0.576	0.005			0.0051	2.70E − 09
3	0.4	0.115	0.567	0.009			0.0320	1.68E − 08
4	0.800	0.253	0.547	0.020			0.0302	1.59E − 08
5	1.600	0.408	0.514	0.032			0.0152	8.03E − 09
6	3.200	0.548	0.471	0.043			0.0089	4.67E − 09
7	6.400	0.678	0.417	0.054			0.0161	8.50E − 09
8	12.800	0.787	0.355	0.062			0.0080	4.21E − 09