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Effect of the Heating Rate on Residual Thermo-hydro-mechanical Properties of a High-strength Concrete in the Context of Nuclear Waste Storage (H381)

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Figure

Fig. 1  Schematic cross-section of a surface vault long-term storage facility concept (after [2])
Fig. 2  Evolution of the Mass loss kinetics at 110, 150, 200 and 250°C with heating rate
Fig. 3  Evolution of the mass loss with temperature and heating rate
Fig. 5  Evolution of the compressive strength with temperature and heating rate
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