Influence of Wet-Dry Cycles on Compressive Strength of Calcium Carbide Residue–Fly Ash Stabilized Clay

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Compressive strength development in fly ash geopolymer masonry units manufactured from water treatment sludge (2015, background): “In recent years, there has been an environmental push worldwide to continually seek new reuse applications for various waste materials inclusive of demolition wastes [1,2], municipal solid wastes [3–5], biosolids [6,7], commercial and industrial wastes [8–14] and organic wastes [15].”
Strength development in silty clay stabilized with calcium carbide residue and fly ash (2013, methodology): “1), Kumpala et al. (2013a, 2013b) found that the wet-dry cycled strength of stabilized clay was considered insufficient according to recommendations by the ACI (1990) and the U.S. Army Corps of Engineers (2004).”