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Effect of Curing Temperature on the Properties of Cementitious Waste Forms

Published online by Cambridge University Press:  21 February 2011

Ryan O. Lokken
Affiliation:
Pacific Northwest Laboratory Box 999, Richland, WA 99352
John W. Shade
Affiliation:
Pacific Northwest Laboratory Box 999, Richland, WA 99352
Paul F. C. Martin
Affiliation:
Pacific Northwest Laboratory Box 999, Richland, WA 99352
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Abstract

Current plans for disposing various low-level radioactive and/or hazardous liquid wastes include solidification of the waste using cementitious materials. One process, known as grouting, involves mixing liquid wastes with a blend of cementitious materials and pumping the resultant slurry to lined, underground concrete vaults. As the grout slurry begins to solidify and harden, the temperature within the grout increases due to exothermic hydration reactions. Depending on the the particular grout composition and on the disposal conditions, the grout may be exposed to temperatures of around 90°C for extended time periods. Studies are being conducted to determine the effects of high-temperature curing on selected properties of grouts prepared with a simulated low-level liquid waste. Grout samples cured at temperatures up to 950C in the laboratory absorbed water during curing. The resultant leach resistance and compressive strength of these grouts decreased with increases in curing temperature and curing time.

Type
Research Article
Copyright
Copyright © Materials Research Society 1990

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References

REFERENCES

1. Kaushal, S., Roy, D. M., Licastro, P. H., and Langton, C. A.. “Thermal Properties of Fly Ash-Slag Cement Waste Forms for Disposal of Savannah River Plant Salt Waste”, Mat. Res. Soc. Svmp. Proc. Vol 65, pp. 311320 (1986).Google Scholar
2. Langton, C. A.. Slag-Based Saltstone Formulations, DP-MS--87-95, E. I. du Pont de Nemours & Co., Savannah River Laboratory, Aiken, South Carolina, (1987).Google Scholar
3. Malek, R. A. I. and Roy, D. M.. “Stability of Low-Level Cement-Based Waste Systems”, in Waste Manaaement '87. Volume III. edited by Post, Roy G., pp. 363368, (1987).Google Scholar
4. Claghorn, R. D., Compositional Limits for Grout Feed: Double-Shell Slurry and Retrieved Double-Shell Slurry Formulation Experiments. RHO-RE-EV-96. Rockwell Hanford Operations, Richland, Washington, (1987).Google Scholar
5. American Nuclear Society (ANS). Measurement of the Leachability of Solidified Low-Level Radioactive Wastes by a Short-Term Test Procedure. ANSI/ANS 16.1-1986, American Nuclear Society, Lagrange Park, Illinois, (1986).Google Scholar
6. Xi, Yaozhong and Glasser, L. S. Dent. “Hydrothermal Study in the System Na20-CaO-SiO2-H20 at 300°C”. Cement and Concrete Research, Vol. 14, No. 5, pp. 741748. Pergamon Press, New York, (1984).Google Scholar