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Tome Architecture and management of a geological repository - Andra

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4 - General architecture <strong>of</strong> the <strong>repository</strong> in a granite medium• On-going block characterisationThe first on-going exploratory phase concerns characterising the modules host blocks. Surveyingactivities are included in the general <strong>repository</strong> construction planning.Hence the first surveys can be carried out during the construction <strong>of</strong> the last common infrastructures <strong>of</strong>the <strong>repository</strong>, in the shaft <strong>and</strong> main connecting drift zone. They concern granite massif zones wherethe first <strong>repository</strong> modules are to be installed.Subsequent surveying are carried out in other volumes <strong>of</strong> the massif, while <strong>repository</strong> moduleconstruction work is going on in the blocks that have already been surveyed <strong>and</strong> qualified. Thesuccessive worksites can be accessed by the construction <strong>and</strong> commissioning <strong>of</strong> the first mainconnecting cluster drifts. These connecting drifts are constructed ahead <strong>of</strong> the surveying sites. Theirlay-out is defined on the basis <strong>of</strong> previous surveys that have pinpointed the zones conducive toaccommodating the <strong>repository</strong> structures in the granite massif.The exploratory drifts are likely to intersect faults or water-conducting fractures (with hydraulic headat initial hydrostatic pressure). Dealing with the most water-conducting fractures by grout injectionahead <strong>of</strong> the working face or after excavation, <strong>and</strong> selecting the cementitious grout will be suited to theposition <strong>of</strong> the permeable zone in relation to the blocks to be surveyed.These adjustments aim at not disturbing any measurements to be performed while still maintainingfavourable conditions for continuing excavation work (wall stability, checking drained water volumes,etc.).These structures are considered temporary with the exception <strong>of</strong> the exploratory drifts (cf. § 4.2.2.4)whose installation in a block makes them suitable for conversion into connecting drifts in the moduleto be constructed. They are backfilled <strong>and</strong> sealed at the edge <strong>of</strong> the block at the end <strong>of</strong> the surveyingwork. All boreholes drilled in the block are plugged prior to exploratory drift closure operations.• On-going validation <strong>of</strong> the cell layoutThe second on-going exploratory phase entails identifying the disposal cells location in the module.This work is essentially conducted by boreholes. The distance in between boreholes <strong>and</strong> their lengthdepend on the geometry <strong>of</strong> the cells to be constructed (cf. § 5.6 for B waste, <strong>and</strong> § 6.6 for wastedisposed <strong>of</strong> in borehole).This exploration work is carried out between the end <strong>of</strong> connecting drifts construction <strong>and</strong> disposalcells excavation. Carrying out surveying in part <strong>of</strong> a module while simultaneously excavating inneighbouring drifts must be assessed in terms <strong>of</strong> possible perturbations on measurements.As in the case <strong>of</strong> exploratory drifts, boreholes are considered as temporary. Those drilled within thevolume <strong>of</strong> a suitable location for disposal cell construction are not plugged (as their bored volume isincluded in the volume <strong>of</strong> the cell to be excavated).Boreholes that have identified fractures not meeting the selection criteria defined at the end <strong>of</strong>previous exploration phases are plugged (low pH cementitious grout) or sealed in the vicinity <strong>of</strong> thedrift from where they were drilled (swelling clay plugs <strong>and</strong> low pH cement plugs).Dossier 2005 Granite - ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL REPOSITORY79/228

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