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

Figure 1

Comparison of samples 1 and 2 results of percentage volume change at different stages where sample 1 is soil inundated with distilled water with constant loading of 10 kPa; sample 2 is soil inundated with distilled water and 4M NaCl solution at alternate stages with constant loading.