Soil Consistency

Using the soil samples' water content at the liquid and plastic limits, wL and wP (Atterberg consistency limit), according to [ASTM D4318-10] and/or [DIN18122], and the natural water content w, the consistency index IC (or CI) can be calculated :

index:
wL natural water content
w liquid limit
wP plastic limit

The consistency index is a numerical representation of the consistency of a soil.

Table: 
Consistency index IC and designation of the soil state of cohesive soils in accordance with [DINENISO14688:2001]
Designation Consistency Index  IC
Very soft < 0.25
Soft 0.25 up to 0.50
Medium stiff 0.50 up to 0.75
Stiff 0.75 up to 1.00
Solid > 1.0