Engineering Properties of Silty Clay Stabilized with Calcium Carbide Residue

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On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review (2020, methodology): “2e GSA with dosage levels increased from 4% to 6% was applied to low plasticity clay and a rise of 15% in UCS at 7 days was recorded, which fell short of standard requirement for stabilization of base materials [178].”
Stabilisation of marginal lateritic soil using high calcium fly ash-based geopolymer (2016, unknown): “…include cement kiln dust (Ebrahimi, Edil, & Son, 2012), calcium carbide residue (Horpibulsuk, Phetchuay, Chinkulkijniwat, & Cholaphatsorn, 2013; Kampala & Horpibulsuk, 2013; Kampala, Horpibulsuk, Chinkullijniwat, & Shen, 2013; Kampala, Horpibulsuk, Prongmanee, & Chinkulkijniwat, 2014),…”
Effect of corncob ash on the geotechnical properties of lateritic soil stabilized with Portland cement (2015, background): “This led to the absorption of Ca2+ by some of the clay particles of the soil and the clay-size particles of the corncob ash, thereby minimizing the interaction between the water and clay-size particles (Akinwumi, 2014b, 2014c; Kampala and Horpibulsuk, 2013; Akinwumi et al., 2014b).”
Strength development in silty clay stabilized with calcium carbide residue and fly ash (2013, background): “Horpibulsuk et al. (2012a) and Kumpala and Horpibulsuk (2013) explained the possible mechanism controlling the engineering properties of CCRstabilized clay based on macro- and micro-scale observations.”