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Tome Architecture and management of a geological repository - Andra

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3 – Design study <strong>of</strong> a <strong>repository</strong> in a granite formationfractures) which may or may not be intersected by i) <strong>repository</strong> connecting drifts, ii) access drifts tomodules <strong>and</strong> iii) disposal cells,- On this basis, the process includes in situ characterisation <strong>of</strong> host-granite blocks for disposal modulesbefore package emplacement. This stage <strong>of</strong> granite “ongoing” characterisation during the staged<strong>repository</strong> construction finalises module architecture <strong>and</strong> distribution <strong>of</strong> disposal cells in the graniteaccording to fracturing.Such a strategy aims at adapting <strong>repository</strong> architecture as best as possible to granite fracturing <strong>and</strong> toensure that proposed design concepts fulfil their functions effectively as regards control <strong>of</strong> watercirculation in the <strong>repository</strong>.3.3.2 Design <strong>of</strong> engineered components, complementary <strong>and</strong> redundant with the granitemedium for long-term safetyAt the scale <strong>of</strong> both the <strong>repository</strong> as a whole, <strong>and</strong> the disposal cells, several arrangements are possibleto ensure complementarity <strong>and</strong> redundancy between the granite medium <strong>and</strong> <strong>repository</strong> engineeredcomponents with respect to long-term safety. They particularly concern <strong>repository</strong> architecture <strong>and</strong>choice <strong>of</strong> materials for engineered components (disposal packages, engineered barriers, backfills <strong>and</strong>seals).• Multiple sealing <strong>of</strong> underground installationsConnecting drifts <strong>and</strong> access drifts to modules <strong>and</strong> disposal cells are likely to intersect waterconductingfractures. In order to limit water circulation within the <strong>repository</strong>, seals are installed atvarious levels <strong>of</strong> the underground installations.In the case <strong>of</strong> disposal cells, water may come from drifts serving them. Drifts are likely to beintersected by a more water-conducting fracturing than the cell rock wall one. The ‘dead-end’architecture <strong>of</strong> cells, their construction in granite rock <strong>of</strong> very low permeability, <strong>and</strong> very lowpermeability ‘plugs’ at cell head limit water circulation <strong>and</strong> aim at establishing a transfer system in thecells governed by diffusion phenomena.At the <strong>repository</strong> module scale, water circulation is limited by:- Very low permeability seals installed in drifts to cut <strong>of</strong>f modules from water coming from anypossible intersecting faults,- Backfills <strong>of</strong> sufficiently low permeability in module drifts.Disposal cell seals <strong>and</strong> plugs are made <strong>of</strong> swelling clay (bentonite), which are very low permeabilityover long periods <strong>of</strong> time. Backfills may also incorporate clay materials to ensure sufficiently lowpermeability.At the <strong>repository</strong> scale, connecting drifts between modules as well as structures between the surface<strong>and</strong> underground are backfilled. Seals are installed in access structures where they intersect waterconductingfaults.Dossier 2005 Granite - ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL REPOSITORY44/228

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