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Architecture and management of a geological repository - Andra

Architecture and management of a geological repository - Andra

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5 – Repository Modules• Description <strong>of</strong> <strong>and</strong> justification for the dimensioning <strong>of</strong> swelling clay ringsThe expected properties <strong>of</strong> the clay buffer are as low a permeability <strong>and</strong> high a thermal conductivity aspossible.The aim <strong>of</strong> the low permeability is to create a diffusive medium around the packages; this is the firstproperty to be achieved. Studies have shown that a permeability <strong>of</strong> around 10 -13 m/s is achievable on asmall scale, in the knowledge that the full scale permeability objective <strong>of</strong> 10 -11 m/s would suffice.A high thermal conductivity makes it possible to dissipate the heat released by the waste. Studies haveshown that it is possible to achieve a long-term thermal conductivity in excess <strong>of</strong> 1.5 W/m/°C (resaturatedmaterial) <strong>and</strong> in excess <strong>of</strong> 1.2 W/m/°C during the thermal peak (unsaturated material).In order to achieve the aforementioned properties, the following characteristics are envisaged [65],[70]:- mixture <strong>of</strong> swelling clay (approximately 70%) <strong>and</strong> s<strong>and</strong> (approximately 30%), the latter enablingthe thermal conductivity to be improved;- choice <strong>of</strong> an “MX80” type clay or equivalent (low permeability even at low density);- swelling pressure: between 1 MPa (or even 0.5 MPa) <strong>and</strong> 7 Mpa, effective stress;- dry density at time <strong>of</strong> placing (prefabricated block: approximately 1.8 for the clay/s<strong>and</strong> mixture:approximately 1.6 for clay alone (it can change to a figure <strong>of</strong> 1.5 as the cell evolves) ;- degree <strong>of</strong> clay saturation at the time <strong>of</strong> placing: approximately 80%;- water content: approximately 15% for the clay/s<strong>and</strong> mixture; approximately 20% for clay alone;- mechanical strength <strong>of</strong> blocks: approximately 10 MPa under compressive stress, approximately1 MPa under tensile stress.The target maximum swelling pressure is 7Mpa : this is the final value which will establish itself in thelong term, in equilibrium with the argilite; refer to section 5.2.6.1 for a discussion <strong>of</strong> this point.The addition <strong>of</strong> swelling clay enables the thermal conductivity to be improved <strong>and</strong> the swelling abilityto be reduced if necessary. A s<strong>and</strong> content <strong>of</strong> 30% makes it possible to considerably improve themixture’s thermal characteristics without adversely affecting the permeability.The thermalperformance <strong>of</strong> the core <strong>of</strong> the buffer is <strong>of</strong> considerable importance here: it affects the packagedisposal compactness <strong>and</strong> earliest disposal age.The dry density indicated enables the swelling pressure to be maintained later in the desired range: ittakes into account the clearances established.The figures indicated for the degree <strong>of</strong> saturation <strong>and</strong> water content at the time <strong>of</strong> placing the packagesin the <strong>repository</strong> are a compromise between the following characteristics: dry density at the time <strong>of</strong>placing, compactability <strong>and</strong> mechanical strength <strong>of</strong> the parts.It should be noted that the clay materials envisaged have good resistance properties with respect to thedisturbances resulting from interactions with the other materials. On the one h<strong>and</strong>, these interactionsare disturbances due to iron <strong>and</strong>, on the other, alkaline disturbance.- The corrosion <strong>of</strong> steels (package, sleeve, lining) frees iron, liable to interact with swelling clay <strong>and</strong>argilite: smectites (swelling) are transformed into chlorites (non-swelling). This transformationspreads radially in the clay buffer from its internal <strong>and</strong> external faces. The studies assess thepossible extension from a surface in contact with the steel to a distance <strong>of</strong> 30 to 50 cm; it canaffect the entire buffer. However, other than in the area in contact, it is limited in intensity (beyond5 cm from the interface, the percentage <strong>of</strong> smectites transformed is less than 10% <strong>and</strong> less than 1%beyond 30 cm). The buffer thus retains most <strong>of</strong> its swelling ability (Figure 3.3.3).DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM243/495

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