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Osmosis: the key process that drives water uptake and swelling of Eurobitum Bituminized Radioactive Waste

Published online by Cambridge University Press:  16 February 2017

K. Hendrix ,
N. Bleyen ,
S. Smets ,
W. Verwimp ,
X. Sillen  and
E. Valcke
K. Hendrix
Affiliation:
W&D Expert Group, SCK•CEN, Boeretang 200, 2400 Mol, Belgium
N. Bleyen*
Affiliation:
W&D Expert Group, SCK•CEN, Boeretang 200, 2400 Mol, Belgium
S. Smets
Affiliation:
W&D Expert Group, SCK•CEN, Boeretang 200, 2400 Mol, Belgium
W. Verwimp
Affiliation:
W&D Expert Group, SCK•CEN, Boeretang 200, 2400 Mol, Belgium
X. Sillen
Affiliation:
ONDRAF/NIRAS, Avenue des Arts – Kunstlaan 14, 1210 Brussels, Belgium
E. Valcke
Affiliation:
W&D Expert Group, SCK•CEN, Boeretang 200, 2400 Mol, Belgium
*
*(Email: nele.bleyen@sckcen.be)
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Abstract

In Belgium, the preferred long-term management option for Eurobitum bituminized ILW is its final disposal in a geologically stable clay formation such as the Boom Clay, which is studied as a reference host formation. After disposal, clay pore water will infiltrate the secondary concrete waste containers filled each with ten Eurobitum drums. Eurobitum contains hygroscopic salts, mostly NaNO3 (20-30 wt%) and CaSO4 (4-6 wt%), and thus will take up water and swell. If swelling is hindered, a pressure will be exerted on the concrete container and ultimately on the surrounding Boom Clay, possibly inducing stresses in the clay close to the disposal galleries. To improve our understanding of these processes, water uptake tests are ongoing in which inactive Eurobitum is contacted with 0.1 M KOH (representing young cement water). These tests suggest that the swelling is mainly driven by osmosis. This understanding was validated in the presented research by varying the water activity of the leachant in water uptake tests in both constant stress and constant volume conditions. After a stable swelling rate was reached in contact with 0.1 M KOH, the leachant was switched in the following order: nearly saturated (∼7.8 M) NaNO3 – 0.1 M KOH – nearly saturated NaNO3 – 4 M NaNO3 – 0.1 M KOH. The changes in swelling rate and pressure evolution correlated nicely to the changes in water activity. This confirms that osmosis is the key process governing the swelling of Eurobitum.

Keywords

stress/strain relationshipcorrosionwaste management
Type
Articles
Information
MRS Advances , Volume 1 , Issue 62: Scientific Basis for Nuclear Waste Management XXXIX , 2016 , pp. 4109 - 4115
Copyright
Copyright © Materials Research Society 2017 

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References

REFERENCES

Boulanger, D., Source term for the Safety and Seasibility case I, ONDRAF/NIRAS 2011.Google Scholar
Telford, T., The Shell Bitumen industrial handbook, ed. Chertsey. 1995, Surrey, UK.Google Scholar
Eshrich, H., Eurochemic report 80-14, 1980.Google Scholar
ONDRAF/NIRAS, Report NIROND-TR 2009-14 E, 2009.Google Scholar
Weetjens, E., Valcke, E., and Mariën, A., Report SCK•CEN -ER-146, 2010.Google Scholar
Valcke, E., Mariën, A., and Van Geet, M.. MRS Symposium Proceedings, St. Petersburg, 2009.Google Scholar
Marien, A., et al. , J. Nucl. Mater., 2013. 432(1-3): p. 348–365.CrossRefGoogle Scholar
Valcke, E., et al. , J. Nucl. Mater., 2010. 406(3): p. 304–316.CrossRefGoogle Scholar
Gwinner, B., et al. , J. Nucl. Mater., 2006. 349(1–2): p. 107–118.CrossRefGoogle Scholar
Mokni, N., et al. , Transport in Porous Media, 2011. 86(2): p. 665–692.CrossRefGoogle Scholar
Byers, H.R., Elements of cloud physics. 1965 , Chicago: University of Chicago Press.Google Scholar