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Tome Architecture and management of a geological repository - Andra

Tome Architecture and management of a geological repository - Andra

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6 – C waste <strong>repository</strong> zoneFigure 6.6.8Closure <strong>of</strong> a h<strong>and</strong>ling drift• Closure <strong>of</strong> a <strong>repository</strong> moduleAs in the case <strong>of</strong> closure <strong>of</strong> a h<strong>and</strong>ling drift, the closure <strong>of</strong> the connecting drifts <strong>of</strong> a module comprisesremoving the equipment from the structure, scraping the concrete roadway <strong>and</strong> emplacing compactedlow permeability backfill. Seals incorporating a swelling clay core are built at the edge <strong>of</strong> the modulein each connecting drift (chapter 6.1.4). These seals are installed in the host block away from waterconductingfractures that define their limits.• Closure <strong>of</strong> a <strong>repository</strong> zone levelConnecting secondary <strong>and</strong> main infrastructure closure essentially consists <strong>of</strong> removing the equipment<strong>and</strong> backfilling the drifts <strong>and</strong> constructing concrete plugs, which enables the process to be phased.To maintain an observed hydraulic compartmentalisation in the granite host massif, seals associatedwith low permeability backfill may be implemented.6.7 Functions <strong>of</strong> the <strong>repository</strong> components over timeThe previous sections have described the various components <strong>of</strong> a C waste <strong>repository</strong>. The followingtable summarises how these various components contribute to the main functions <strong>of</strong> a <strong>repository</strong> (cf.section 2.1) during its various phasesDossier 2005 granite - ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL REPOSITORY190/228

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