Review Article
On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review
Figure 4
Morphology of cracks in expansive soil (LL = 77.6%, PI = 40.7%, MDD = 1.47 g/cm3, and OMC = 28%) after blending with several mixtures of calcium carbide residue (CCR) and rice husk (RHA) and cured for 28 days [72].
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