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Tome Architecture and management of a geological repository - Andra

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6 – C waste <strong>repository</strong> zoneHence the vertical borehole design, which statistically limits the number <strong>of</strong> potential minor fractures atthe walls <strong>of</strong> the disposal cells, has been retained as the reference.A horizontal design could also be envisaged for a site where fracturing distribution turns out to bemainly horizontal. It would be based on the same basic design principles, namely an over-pack <strong>and</strong> aclay engineered barrier.As short boreholes statistically bisect fewer fractures than longer ones, disposal borehole length isanother element that can be adapted to the fracturing <strong>of</strong> the granite.The disposal boreholes are dead-end. There is no access from the borehole bottom to the <strong>repository</strong>module drifts. This arrangement reduces the possibilities <strong>of</strong> water circulating in the disposal boreholes.Towards the surface they open out onto a h<strong>and</strong>ling drift dimensioned for package emplacement in thedisposal boreholes.Thus the option proposed for the C waste cell is a borehole with a limited length <strong>of</strong> about 12 metres,less than 2 metres in diameter, that enables a clay engineered barrier to be placed between the disposalpackages <strong>and</strong> the rock (cf. § 6.4).6.2.1.2 Installing <strong>repository</strong> modules in "blocks" <strong>of</strong> granite away from water-conductingfaultsThe <strong>repository</strong> modules are installed in the granite away from the water conductive faults which cannotbe bisected by the module drifts <strong>and</strong> primarily the h<strong>and</strong>ling drift (Figure 6.2.3). These faults generallyextend over several hundred metres or more.The installation <strong>of</strong> the modules in the granite blocks away from the water-conducting faults does notrule out the presence <strong>of</strong> minor rock fracturing inside the module. However its hydraulic conductivitymust be low enough not to jeopardise the safety functions.The application <strong>of</strong> this principle calls for defining criteria concerning the properties <strong>of</strong> these faults <strong>and</strong>their in situ surveying <strong>and</strong> characterisation prior to installing the modules in the <strong>repository</strong> host massif(cf. § 4.3.1).Figure 6.2.2Principles <strong>of</strong> installing a <strong>repository</strong> module away from water-conducting faultsDossier 2005 granite - ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL REPOSITORY166/228

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