Swelling Potential of Clayey Soil Modified with Rice Husk Ash Activated by Calcination for Pavement Underlay by Plasticity Index Method (PIM)

<div>Atterberg limits behavior of quicklime (CaO), hydrated lime (Ca (OH)<sub>2</sub>), and calcite- (CaCO<sub>3</sub>-) activated rice husk ash (QARHA, HARHA, and CARHA) treated clayey soils.</div>

Advances in Materials Science and Engineering

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Figure 5

Figure 5: Swelling Potential of Clayey Soil Modified with Rice Husk Ash Activated by Calcination for Pavement Underlay by Plasticity Index Method (PIM) 

Figure 5 | Swelling Potential of Clayey Soil Modified with Rice Husk Ash Activated by Calcination for Pavement Underlay by Plasticity Index Method (PIM) 