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Tome Architecture and management of a geological repository - Andra

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5 – B waste <strong>repository</strong> zone"Dead-end" cell architecture, with one end bound by the granite rock which means without an exit tothe disposal drifts, complements the installation <strong>of</strong> tunnels in very low permeability granite blocks. Ittends to reduce water renewal in the disposal cells, even in the event <strong>of</strong> seal failure. This principle isapplied to all the disposal tunnels.5.2.2 Designing engineered components that are complementary <strong>and</strong> redundant to thegranite mediumMaking the most <strong>of</strong> the favourable properties <strong>of</strong> the granite mainly entails installing the <strong>repository</strong>modules in very low permeability granite rock. However the access drifts leading to <strong>repository</strong>modules in granite are likely to intersect water-conducting faults. Thus the various engineered modulecomponents (disposal packages, backfill, seals) must complement the granite by acting as a barrierfirstly to the circulation <strong>of</strong> advective water in the modules, <strong>and</strong> secondly to radionuclide release <strong>and</strong>migration.These provisions also provide redundancy with the granite in the event <strong>of</strong> failures or external attacks.5.2.2.1 Multiple sealing <strong>of</strong> the <strong>repository</strong> modulesVery low permeability seals are inserted in each access drift to protect the <strong>repository</strong> modules fromwater flows that could originate from the faults intersected by the access drifts. Their precise locationis governed by the geometry <strong>of</strong> the "blocks" <strong>of</strong> granite accommodating the modules <strong>and</strong> theirsurrounding faults (Figure 5.2.2).Low permeability backfill is placed in the drifts redundant to these seals, as a measure for dealing withseal failure.The <strong>repository</strong> tunnels are also closed by very low permeability "plugs". These seals isolate thetunnels hydraulically from water flows in the drifts <strong>and</strong> thus form barriers that limit radionuclidemigration from the waste to the access drifts <strong>and</strong> into the environment to diffusion.To ensure that seals remain effective in the long term, their dimensioning take into account thepotential disturbance to their properties by the alkaline waters that would result from the concretealteration <strong>of</strong> the waste package disposed in the tunnels.5.2.2.2 Disposal packages in concreteThe installation <strong>of</strong> <strong>repository</strong> tunnels in the very low permeability rock <strong>and</strong> the emplacement <strong>of</strong> sealsprotect the waste packages from flows <strong>of</strong> water once the <strong>repository</strong> has closed, which slows down thekinetics <strong>of</strong> package deterioration <strong>and</strong> thus radionuclide release. Furthermore, underground the granitewater - an element conducive to radionuclide immobilisation - is reducing.The choice <strong>of</strong> disposal packages in concrete also has a h<strong>and</strong> in limiting radionuclide release <strong>and</strong>immobilising them by providing an alkaline environment (pH level <strong>of</strong> 7-12.5) inside the <strong>repository</strong>tunnels [36].The precise formulation <strong>of</strong> the concrete will be determined in line with the exact characteristics <strong>of</strong> thegroundwater in the granite hosting the <strong>repository</strong>: concrete formulation possibilities mean thatadjustments can be made in the French <strong>geological</strong> context as dictated by the salinity <strong>of</strong> the granitewater <strong>and</strong> their pH level [37].Dossier 2005 Granite - ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL REPOSITORY117/228

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