Consider the following properties for clays X and Y:
Which of the clays, X or Y, experiences larger settlement under identical loads, is more plastic and is softer in consistency?
(IP)X=42−20=22
(IP)Y=56−34=22
But if plasticy index is same for both soils, then the soil with larger difference in liquid limit and natural water content is more plastic.IC=Liquidlimit−NaturalwatercontentIP
∴ (IC)X = 42−3022=0.545
(IC)Y=56−2022=0.273
Soil which has low value of consistency index is softer. Thus the softer soil will undergo large settlements under identical loads.