10.07.2015 Views

Architecture and management of a geological repository - Andra

Architecture and management of a geological repository - Andra

Architecture and management of a geological repository - Andra

SHOW MORE
SHOW LESS
  • No tags were found...

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

7 – The shafts <strong>and</strong> the driftsFigure 7.7.6Diagram <strong>of</strong> a B waste disposal cell sealAt the front end <strong>of</strong> the seal, on the cell side, the geometry <strong>of</strong> the retaining plug is adapted to that <strong>of</strong> thecell head (see Section 5.1). In addition, the dimensions <strong>of</strong> the drift giving access to the cell allows theseal core to be installed away from the influence <strong>of</strong> the damaged zone in the connecting drift.7.7.3 Shaft seals7.7.3.1 Design principlesA shaft is closed with two seals <strong>and</strong> backfill (Figure 7.7.7).A first seal in the upper part <strong>of</strong> the argillite formation being studied, isolates the <strong>repository</strong> from theoverlying <strong>geological</strong> formations. The aim is for its permeability to be as low as possible. Its core isbased on swelling clay, like the drifts. This core lies on a concrete retaining plug set at the bottom <strong>of</strong>the shaft, the station <strong>and</strong> extending several tens <strong>of</strong> metres along the drifts that are linked to it. Themechanical robustness <strong>of</strong> this plug ensures the stability <strong>of</strong> all the closing engineered structuressuperposed in the shaft. The weight <strong>of</strong> the overlying materials may ultimately contribute to thecontainment <strong>of</strong> the swelling clay; a retaining plug is nevertheless built above the core to play amechanical role during the resaturation phase.The first seal is covered by backfill up to the top <strong>of</strong> the Oxfordian limestone, using identical materialas for the drift backfill.A second seal is built above the backfill separating the most permeable layers <strong>of</strong> the overlying strataformations. These levels consist <strong>of</strong> three hydraulically independent assemblies: the Oxfordianlimestone, the Kimmeridgian (two limestone beds) <strong>and</strong> the Tithonian. They are not really aquifers onthe site in question; the hydraulic conditions have to be restored nevertheless close to this initial state.The separation seal could be located in the lower Kimmeridgian marls, 10 to 15 metres high. Its makeup is similar to the <strong>repository</strong> isolation seal, detailed later.Backfilling continues in the upper part <strong>of</strong> the shaft right up to the surface.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM316/495

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!