Review Article
On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review
Table 6
Comparison of lime-activated GGBS (LAS) and lime-activated Portland cement (LPC), in perspective of stabilization.
| LAS∼LPC-treated clay | Soaked in Na2SO4 for 120 days (durability check) | C-S-H formation (before soaking) | C-S-H formation (after soaking) | Compressive strength (start till soaking) |
| LAS-treated clays | No cracks, more durable | More | Less | Steady drop (775 kPa to 625 kPa) | LPC-treated clays | Extensive cracks, less durable | Less | More | Sharp loss in strength gain (after 28 days) |
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LAS: lightweight alkali-activated GGBS; LPC: lightweight Portland cement.
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