In order to ensure that a repository for the geological disposal of HLW is isolated from the human environment, underground excavations, including pits and tunnels, must be properly sealed. Effective sealing requires that these excavations are backfilled, and that the Excavation Damage or Disturbed Zone (EDZ), which includes preferential flowpaths, must be intersected by sealing plugs. Methods for constructing a full-scale sealing plug and their influence on plug performance were studied and confirmed by the Tunnel Sealing Experiment (TSX). This experiment was carried out by an international partnership of the Japan Nuclear Cycle Development Institute (JNC) and Atomic Energy of Canada Limited (AECL). However certain specific roles of the sealing plugs at the scale of the whole repository were not studied. There remain issues to be clarified, notably the effectiveness of sealing plugs in a geological environment with heterogeneous characteristics and the resulting influences of the heterogeneities in performance assessment.
Focusing on a geological environment with spatially heterogeneous characteristics, the authors have developed a method for designing the sealing plugs, based on groundwater simulations. The design method consists of: (1) defining sub-regions that are able to contain and/or retard radionuclides sufficiently to ensure the long-term safety of the surrounding disposal tunnels in the repository region, (2) assigning the sealing plugs to the role of repairing the damaged sub-regions that are caused by excavation, and (3) adoption of a variable disposal tunnel layout to reduce the number of sealing plugs that must be constructed, by using information obtained while excavating the disposal tunnels.
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