Abstract. To meet safety requirements for underground storage of high-level nuclear
waste, engineered barriers are an integral part of a modern defense-in-depth
concept and therefore have to be considered in interaction with the host
rock. This study presents preliminary results for the load behavior of a
canister made of pressure-less sintered silicon carbide (SSiC), which forms
the main retention barrier for the fission products in a new multi-layer
waste package design denominated as TRIPLE C. This means a three-fold
enclosure strategy, spreading the functionalities to three different ceramic
barriers: first the porous potting compound surrounding each single fuel rod
in the container, second the solid container wall of SSiC and third the
over-pack of carbon concrete. Besides all the advantages a potential drawback
of ceramics in general is their brittleness. Therefore, the behavior of SSiC
structural components under static and dynamic loading has to be
investigated. First results for a small model canister indicate that static
loading will not create any relevant damage, even if stresses are extremely
high and highly anisotropic on a canister all-around embedded. First dynamic
simulations indicate that, under very unfavorable circumstances, the model
canister can experience tensile stresses bigger than its tensile strength.
Also, point loading may cause damage to the canister under certain
conditions. Based on the performed calculations, the SSiC canister design
will be optimized together with the carbon concrete over-pack, so that
mechanical damage of main retention barrier can be excluded even under
extreme static and dynamic conditions in a final repository.