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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> zoneThis principle, which results in dividing up the C waste <strong>repository</strong> zone architecture in line with thefracturing, is along the same lines as those considered abroad (Figure 6.2.3).Figure 6.2.3Switzerl<strong>and</strong> – Architectural plan <strong>of</strong> a <strong>repository</strong> in the granite adapted to thefracturing (Nagra data [45])6.2.2 Designing engineered components that are complementary <strong>and</strong> redundant to thegranite mediumThe architectural options described above aim to make the most <strong>of</strong> the favourable properties <strong>of</strong> thegranite medium. Dividing up the <strong>repository</strong> zone may lead to the connecting drifts between modulescrossing water-conducting faults. At a smaller scale, the options studied do not rule out the presence <strong>of</strong>minor fracturing inside the module.With respect to the main long-term safety functions, it means that engineered barriers must beprovided to be complementary <strong>and</strong> redundant with the granite medium.Thus low-permeability backfill is planned for the h<strong>and</strong>ling <strong>and</strong> connecting drifts, <strong>and</strong> sealemplacement at the module edges will complement the cell <strong>and</strong> module installation principles.Furthermore, a steel over-pack, that will remain watertight for a long enough period, surrounded by aclay engineered barrier, will contribute towards the primary waste package borosilicate glassperformance.6.2.2.1 Redundant backfill <strong>and</strong> drift sealsTwo complementary <strong>and</strong> redundant devices can be envisaged to protect the <strong>repository</strong> modules fromcirculations <strong>of</strong> water emanating from the faults bisected by the drifts: backfilling the drifts with a lowpermeabilitymaterial <strong>and</strong> the emplacement <strong>of</strong> very low permeability seals.The hydro-<strong>geological</strong> context <strong>of</strong> the granite site <strong>and</strong> the permeability <strong>of</strong> the rock govern therequirement for backfill permeability.Dossier 2005 granite - ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL REPOSITORY167/228

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