BEHAVIOR OF COMPACTED SOIL-FLY ASH-CARBIDE LIME MIXTURES

By N. Consoli, P. Prietto, J. A. H. Carraro, K. S. Heineck. 2001

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Stabilization of recycled base materials with high carbon fly ash (2010, result): “Similar trends ere observed by Consoli et al. (2001) during strength testing of oils stabilized with fly ash and carbide lime.”
Strength development in silty clay stabilized with calcium carbide residue and fly ash (2013, background): “Consoli et al. (2001) have reported on the possibility of using CCR and fly ash to stabilize non-plasticity silty sand.”
Optimum lime content identification for lime-stabilised rammed earth (2014, background): “of this paper, but is discussed elsewhere [11, 12].”
Class F Fly-Ash-Amended Soils as Highway Base Materials (2005, background): “…efforts have been made in the recent years to use fly ashes in soil stabilization and highway applications (Vishwanathan et al. 1997, Bergeson and Barnes 1998, Consoli et al. 2001, Parsons and Milburn 2003); however, a large percentage of reuse of fly ash in these mixes has not been studied.”