A series of experiments were conducted to stabilize the phenolics in f
oundry sands from Kansas using four different types of binders - Portl
and cement, fly ash, kaolinite, and bentonite. Strength and leachabili
ty of stabilized mixes of foundry sand were analyzed to assess their f
easibility in construction and geotechnical applications. The results
suggest that compressive strength was acquired relatively faster in fl
y ash than in cement and, in general, it varied inversely with the pro
portion of foundry sand in the stabilized mix. Lesser amounts of pheno
lic compounds leached from fly ash-stabilized mixes than from cement-s
tabilized mixes. The leachate analyses for both total phenolics and 2,
4,6-trichlorophenol indicate that increasing percent replacement of fo
undry sands enhances stabilization. These results are supported by sca
nning electron micrographs which showed increased porosity in the case
of cement-stabilized mixes. The swelling potential and instability of
bentonite-stabilized mixes rendered the leachate quality unpredictabl
e. The general conclusion that fly ash stabilizes phenolics better tha
n Portland cement may lead to development of a cost-effective solution
for stabilizing phenolics in foundry sands and may have important imp
lications in the construction industry.