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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 mediumFigure 4.2.1View <strong>of</strong> two-level <strong>repository</strong> architecture4.2.2.2 The access shafts <strong>and</strong> ramp: description <strong>and</strong> constructionTwo types <strong>of</strong> structure are considered for access to the underground installations <strong>of</strong> the <strong>repository</strong>:shafts <strong>and</strong> ramps.- shafts are vertical structures, generally equipped with machinery to lower <strong>and</strong> raise loads in cagessuspended by steel cables;- ramps are inclined drifts, with a 10-15% gradient, that are used by vehicles with tyres 8 .These two types <strong>of</strong> structure are commonly used in mining <strong>and</strong> underground engineering (sediment ormetals mines, underground subways, deep tunnels, underground hydrocarbon storage facilities, etc.).Shafts have been in use since the 19 th century <strong>and</strong> ramps since the second half <strong>of</strong> the 20th century.Studies carried out in Sweden <strong>and</strong> Finl<strong>and</strong> for underground repositories in a granite medium conludewith hybrid solutions combining several shafts <strong>and</strong> one ramp. In Sweden, the ramp is designed formaterials (broken muck, backfill, etc.) <strong>and</strong> also for disposal package transfers. However the elementsthat led to this choice cannot be directly transposed to the French context for the following reasons:- firstly, a higher daily disposal package throughput is considered in this study than in the Swedish<strong>and</strong> Finnish projects. This throughput makes a strong case for using shafts for package transfer;- furthermore, it is considered that physical separation <strong>of</strong> nuclear operation <strong>and</strong> constructionthroughputs means their easier co-activity.In contrast, the "all shafts" solution has been adopted in the existing WIPP facility (United States) <strong>and</strong>the Gorleben <strong>repository</strong> project (Germany) where water-bearing overlying formations would havehindered ramp construction.To sum up, it appears that technically both the "all shafts" <strong>and</strong> hybrid "shafts-ramp" solutions aresuitable for an outcropping granite context.8 There are also so called “inclined” (sub-vertical) shafts dipping up to 20%. This type <strong>of</strong> structure is only used in specific conditions(dipping deposits, mountainous topography, etc.).Dossier 2005 Granite - ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL REPOSITORY61/228

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