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Architecture and management of a geological repository - Andra

Architecture and management of a geological repository - Andra

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11 – Operational Safety11.8.1.2 Data related to the simulation studies <strong>and</strong> to the fall testsThe simulation studies were conducted with the same approach as for the studies <strong>of</strong> a fall in a shaft(cf. § 11.7.1.2). The s<strong>of</strong>tware used takes into account the complexity <strong>of</strong> the occurring phenomena(materials subjected to plastic deformations <strong>and</strong> even breakage) <strong>and</strong> the variety <strong>of</strong> materials making upthe disposal package.The fall tests were carried out on a thick reinforced concrete slab covered with anchored steel plates.The demonstration models used are identical in terms <strong>of</strong> dimensions <strong>and</strong> mass to the disposal packagesas shown in Section 4.1, however, the packages contain no radioactive material.11.8.1.3 Simulated evaluation <strong>of</strong> the mechanical consequences <strong>of</strong> a disposal package fallingThe purpose <strong>of</strong> the simulations is to estimate whether the damages caused to the primary packages bythe fall <strong>of</strong> the disposal package will eventually result in a loss <strong>of</strong> containment <strong>and</strong> a release <strong>of</strong>radionuclides.• Energy balanceThe energy balance shows that the greatest part <strong>of</strong> the incident kinetic energy is transformed duringthe impact into an internal deformation energy. The concrete container <strong>of</strong> the disposal package absorbs90 % <strong>of</strong> the incident kinetic energy. The primary packages receive the remaining 10 %.• Consequences <strong>of</strong> the fall on the primary packagesGenerally, the results (cf. Table 11.8.2) are given for the metallic canister <strong>of</strong> the primary package mostexposed at the moment <strong>of</strong> the fall, which is the one in the immediate vicinity <strong>of</strong> the point <strong>of</strong> impact.The criteria retained is the deformation <strong>of</strong> the canister <strong>of</strong> the primary package as compared with theacceptable characteristic value (ACV) <strong>of</strong> the material this canister is made <strong>of</strong>.Table 11.8.2Deformations observed on the metallic canisters <strong>of</strong> B waste primary packagessubsequent to a fall in a disposal cellPackage typeDescription<strong>of</strong> the fall(m)Maximumdeformation <strong>of</strong>the canister <strong>of</strong>the primarypackage(%)ACV(%)B2.1Fall on acorner <strong>of</strong> the 8 35B5.2lidHeight <strong>of</strong> fall6 m9 35The results indicate limited damage to the upper part <strong>of</strong> the primary package envelope with amaximum deformation value <strong>of</strong> close to 10%, significantly less than the allowable characteristic value.There is therefore no risk <strong>of</strong> this envelope rupturing.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM479/495

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