Experimental Study on Stabilized Expansive Soil by Blending Parts of the Soil Kilned and Powdered Glass Wastes

Figure 5

Density-moisture content relationship for untreated and treated soil samples. (a) Natural compaction, (b) 5% stabilization, (c) 15% stabilization, and (d) 25% stabilization.

(a)

(b)

(c)

(d)