Abstract
Cement and concrete are extensively used in the construction of repositories for low- and
intermediate-level radioactive wastes (L/ILW). In underground silos, like those in Sweden
and Finland for example, much of the waste is conditioned with concrete (e.g. spent ionexchange
resins) and is packed in concrete containers (e.g. Figure 1.1)1. Even in many
high-level radioactive waste (HLW) repositories, cement and concrete may be widely
used. Instances include the paving of tunnels, shotcreting of tunnel walls, and injection
and grouting of fractures. Consequently, in many repository designs, cement-based
materials are expected to dominate the repository. In the Swiss L/ILW concept, for
example, current designs envisage the use of up to 1.5 million tonnes of cement,
approximately 85-90% by weight of the total repository. This will ensure the long-term
maintenance of hyperalkaline conditions, predicted to suppress the solubility of key
radionuclides in the waste (e.g. Hodgkinson and Robinson, 1987) and to enhance their
sorption on the cement (e.g. Stumpf et al., 2004).
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