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Architecture and management of a geological repository - Andra

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4 – Waste disposal PackagesThe principle for h<strong>and</strong>ling the disposal containers in the cell was chosen for its consistency with theobjective <strong>of</strong> minimising the cell section <strong>and</strong> limiting the voids. Crane <strong>and</strong> gantry crane h<strong>and</strong>ling wasthus discarded, for it would require an area in the upper part <strong>of</strong> the cell that could not then be used fordisposal. The principle adopted is gripping the bottom using a type <strong>of</strong> fork-lift truck (seesection 9.3.2), which implies the needs for designing openings in the base <strong>of</strong> the container.Figure 4.1.2St<strong>and</strong>ard disposal container (illustration for B2 reference package)• Variant on the possibility <strong>of</strong> calling on the retention ability <strong>of</strong> concrete in the wastedisposal packageA variant to this container has also been studied, which would call on the long term retention ability <strong>of</strong>the disposal package concrete (see § 4.1.1.3.). This variant only concerns primary waste packages thatdo not release gaseous elements (hydrogen in particular).This variant would thus serve to delay the migration <strong>of</strong> radionuclides during a very long period (scale<strong>of</strong> several thous<strong>and</strong>s <strong>of</strong> years). To achieve this, low permeability <strong>and</strong> a low diffusion coefficient atpackage scale are necessary, as well as long-term mechanical integrity. This leads to the quest for acompact concrete (low porosity). Low porosity limits both dissolved radionuclide transportation <strong>and</strong>concrete degradation. Concrete degradation is reduced even more as it is difficult for the water <strong>and</strong> thedissolved species to move through it.One possible method <strong>of</strong> producing this variant (Figure 4.1.3) is to include a pre-fabricated body withhousings adjusted to the size <strong>of</strong> the primary packages, as for the st<strong>and</strong>ard package. However, the prefabricatedlid <strong>of</strong> the st<strong>and</strong>ard package is replaced by lids (or plugs) poured into each individualhousing once the primary packages are in place.The performance <strong>of</strong> the long-term disposal container are not only based on the thickness <strong>and</strong>performances <strong>of</strong> the concrete used, but also on the quality <strong>of</strong> the connection between the body <strong>and</strong> thepoured lid. From this latter point <strong>of</strong> view, the adoption <strong>of</strong> small lids sized to each housing (diameter inthe order <strong>of</strong> 600 mm) could limit the problems <strong>of</strong> recovery <strong>and</strong> fissuring.The dimensions <strong>and</strong> weight <strong>of</strong> this variant are similar to a st<strong>and</strong>ard package.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM113/495

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