Abstract
The review discusses the stabilization of expansive soils, which cause significant damage to structures due to their poor engineering properties, such as low shear strength and high volume changes. Various pozzolanic materials, including lime, cement, blast furnace slag, fly ash, silica fume, rice husk ash, sugarcane straw ash, egg ash, coconut husk ash, and metakaolin, are evaluated for their effectiveness in improving soil properties. The optimal percentage of stabilizers used is between 15% and 20%, beyond which undesirable effects are observed. The stabilization positively impacts swelling, Atterberg limits, compaction, and strength parameters.
Keywords
Calcined clay
Expansive soils
pozzolanic materials
shrink-swell
stabilization