Abstract
In most of the concept designs for nuclear waste disposals, bentonite-based materials are used to seal underground galleries and shafts. In order to assess the safety of such engineered barriers and to provide a good prediction for the material behaviour, a number of experimental campaigns and constitutive models have been developed mainly focusing on bentonite compacted blocks. On the other hand, in recent years, the use of high density bentonite pellets combined with powdered bentonite has also been considered as an interesting alternative. The bentonite pellets mixtures present a prominent initial heterogeneity level as a result of the inter-pellets porosity, which evolves strongly during hydration. This paper aims to present the numerical modelling strategy adopted for a swelling pressure test on pellets mixture carried by CEA (France). Taking advantage of the finite element code LAGAMINE, the Barcelona Basic model is considered for the bentonite mechanical behaviour and the double porosity model proposed by [1] is used for the water retention behaviour and permeability evolution. Given the already-known complexity of the multiphysical and multiscale coupled processes taking place during bentonite-hydration, the obtained numerical results are in good agreement with experimental measurements. Especially, the non-monotonic evolution of the swelling pressure during the hydration phase is well captured by this model, which is always a challenge for this type of problem.
Highlights
In the context of nuclear waste disposals, most of the experimental studies and constitutive models have mainly focused on bentonite compacted blocks [2] [3]
The bentonite pellets mixtures are characterized by an initial heterogeneous distribution of dry density, which evolves toward a full homogenised structure during hydration [5] [6] [7]
The adopted modelling strategy is described: the Barcelona Basic model is considered for the bentonite mechanical behaviour, pressure dependence is taken into account for some mechanical parameters and the double porosity model proposed by [1] is used for the water retention behaviour and water permeability evolution
Summary
In the context of nuclear waste disposals, most of the experimental studies and constitutive models have mainly focused on bentonite compacted blocks [2] [3]. The use of high density bentonite pellets combined with powdered bentonite has been taken into account [4] This kind of mixture represents an interesting option for the filling of the large volumes involved in the underground galleries and boreholes, being less expensive and technically more efficient with respect to compacted blocks. The bentonite pellets mixtures are characterized by an initial heterogeneous distribution of dry density, which evolves toward a full homogenised structure during hydration [5] [6] [7] This characteristic affects unquestionably the development of the swelling capacities as well as the water transfer mechanisms of the medium [8]. An experimental test investigating the hydro-mechanical properties of a MX-80 pellets mixture is presented [5] This test gives good indications concerning the material characterisation, which is not as exhaustive as the one available for bentonite compacted blocks. The adopted modelling strategy is described: the Barcelona Basic model is considered for the bentonite mechanical behaviour, pressure dependence is taken into account for some mechanical parameters and the double porosity model proposed by [1] is used for the water retention behaviour and water permeability evolution
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