Hostname: page-component-586b7cd67f-dlnhk Total loading time: 0 Render date: 2024-11-29T07:28:36.372Z Has data issue: false hasContentIssue false

Durability of a Cementitious Wasteform for Intermediate Level Waste

Published online by Cambridge University Press:  01 February 2011

Peter J. McGlinn
Affiliation:
Australian Nuclear Science and Technology Organisation (ANSTO), New Illawarra Road, Lucas Heights, NSW, Australia 2234
Daniel R.M. Brew
Affiliation:
Australian Nuclear Science and Technology Organisation (ANSTO), New Illawarra Road, Lucas Heights, NSW, Australia 2234
Laurence P. Aldridge
Affiliation:
Australian Nuclear Science and Technology Organisation (ANSTO), New Illawarra Road, Lucas Heights, NSW, Australia 2234
Timothy E. Payne
Affiliation:
Australian Nuclear Science and Technology Organisation (ANSTO), New Illawarra Road, Lucas Heights, NSW, Australia 2234
Kylie P. Olufson
Affiliation:
Australian Nuclear Science and Technology Organisation (ANSTO), New Illawarra Road, Lucas Heights, NSW, Australia 2234
Kathryn E. Prince
Affiliation:
Australian Nuclear Science and Technology Organisation (ANSTO), New Illawarra Road, Lucas Heights, NSW, Australia 2234
Ian J. Kelly
Affiliation:
Australian Nuclear Science and Technology Organisation (ANSTO), New Illawarra Road, Lucas Heights, NSW, Australia 2234
Get access

Abstract

Cementitious material is the most commonly used encapsulation medium for low and intermediate level radioactive waste. This paper focuses on the aqueous durability of a Materials Testing Reactor (MTR) cementitious wasteform – a possible candidate for the proposed intermediate level waste management facility in Australia. A series of medium term (up to 92 months) durability tests, without leachate replacement, were conducted on samples of this wasteform.

The wasteform was made from cement, ground granulated blast furnace slag and a simulated waste liquor. The compressive strength (39 MPa) was typical of MTR cement wasteforms and well above that required for handling or storage. The wasteform was an inhomogeneous mixture containing calcite, a calcium silicate hydrate phase, hydrotalcite and unreacted slag particles. After leaching for 92 months the crystallinity of the calcium silicate hydrate phase increased.

The majority of the releases of Ca, Si, Al, Sr, S, Na and K was reached within 4 days of leaching, with the maxima ie. the highest concentrations in the leachates, occurring at 3 months for Ca, Al, Sr, S, Na and K, and at 1 month for Si. For the longer leach periods (6 months and 3 months respectively) there was a slight reduction in concentration in the leachates, and these levels were similar to those for the longest period of 92 months, suggesting steady-state conditions prevailing after 3 to 6 months of leaching. The highest releases of matrix elements were for Na (37%), K (40%) and S (16%). Releases for elements such as Ca, Na, Al and Sr were similar in magnitude to those reported by the UKAEA in earlier MTR studies.

After leaching for 92 months there was an alteration layer about 80 ∞m deep where calcium has been depleted. Na, K and Sr showed signs of diffusion towards the outer part of the cement samples.

Type
Research Article
Copyright
Copyright © Materials Research Society 2008

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

1 Carter, P.B., UKAEA (Dounreay), Manual for process qualification of cemented MTR raffinate at the Dounreay cementation plant, Report No. WSSD(99)P24, unpublished technical note (2000).Google Scholar
2 Howard, C.G. and Lee, D.J., UKAEA (Winfrith), Immobilisation of MTR waste in cement (product evaluation), Final Report No. AEEW-R 2312 (1987).Google Scholar
3 International Organization for Standardization (ISO), Long-term leach testing of solidified waste forms, ISO 6961-1982 (E) (1982).Google Scholar
4 Brown, P.E., Inns, A.J. and Lindsay, M., UKAEA (Harwell), The equilibrium leach testing of cemented MTR waste forms, Report No. AERE R 13312 (1988).Google Scholar
5 Revertegat, E., Richet, C. and Gégout, P., Cement and Concrete Research, 22, pp. 259272 (1992).Google Scholar
6 Faucon, P., Jacquinot, J.F., Adenot, F., Virlet, J. and Petit, J.C., Materials Research Symposium Proceedings, 465, pp. 295302 (1997).Google Scholar