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Architecture and management of a geological repository - Andra

Architecture and management of a geological repository - Andra

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2 – General Description• Positioning <strong>of</strong> the <strong>repository</strong> in the middle <strong>of</strong> the <strong>geological</strong> formationThe underground installations are embedded in the <strong>geological</strong> formation in such a way as to harness itsfavorable properties to form a barrier to water circulation <strong>and</strong> radionuclide migration. In order tomaximise the thicknesses <strong>of</strong> argillite located above <strong>and</strong> below the <strong>repository</strong>, undergroundinstallations with a low vertical extent, organised on a single level located in the middle <strong>of</strong> theCallovo-Oxfordian layer are envisioned. The layout <strong>of</strong> these underground installations may beglobally adapted to the dip in the layer, up to 1.5° 16 ( [6] - Volume 1).Figure 2.4.2Positioning <strong>of</strong> the <strong>repository</strong> in the layer. For illustration purposes, the depth<strong>and</strong> thickness <strong>of</strong> the clay formation correspond to the location <strong>of</strong> theunderground research laboratory.• Structures limiting the mechanical disturbance <strong>of</strong> the <strong>geological</strong> environmentThe underground structures are designed in such a way as to limit geomechanical disturbance not onlyduring construction <strong>and</strong> operation, but also following the closure <strong>of</strong> the <strong>repository</strong> (cf. § 2.2.1.4).The common pr<strong>of</strong>ile <strong>of</strong> the various underground structures (disposal cells <strong>and</strong> access drifts) isgenerally circular or pseudo-circular 17 . Their excavated diameter is limited in accordance with ourknowledge <strong>of</strong> argillite <strong>and</strong> the experience <strong>of</strong> comparable underground works. A liner is designed toprovide lasting mechanical support. Furthermore, in accordance with frequent practice in undergroundworks, a distance between two adjacent structures <strong>of</strong> at least five times their diameter has beenadopted to boost their mechanical stability.Backfilling the access drifts at the end <strong>of</strong> the operating phase helps limit the residual empty space.Such a measure avoids the creation <strong>of</strong> possible mechanical damage in the argillites in the very longterm, following the loss <strong>of</strong> liner integrity [38].1617Corresponding to a slope <strong>of</strong> approximately 3%.In an isotropic stress field, a circular section represents the most stable, least disturbing configuration for an underground structure.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM55/495

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