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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Socié, Adrien
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (8/8 displayed)
- 2024Reactive Transport Modelling of the Aggregate Degradation During ASR
- 2023Mineralogical Evolution and Expansion of Cement Pastes in a Sulfate-Confined Environmentcitations
- 2023A fully coupled Hydraulic Mechanical Chemical approach applied to cementitious material damage due to carbonationcitations
- 2023Simulation of internal and external sulfate attacks of concrete with a generic reactive transport-poromechanical modelcitations
- 2022Mineralogical Evolution and Expansion of Cement Pastes in a Sulfate-Confined Environmentcitations
- 2019Chemo-mechanical modelling of swelling concrete
- 2019Chemo-poro-mechanical modeling of cementitious materials (diffusion-precipitation-cracking)
- 2019Chemo-mechanical modelling of swelling in a fractured porous medium
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article
Mineralogical Evolution and Expansion of Cement Pastes in a Sulfate-Confined Environment
Abstract
<jats:p>The geologic disposal of radioactive waste could lead to confined conditions in which cementitious materials impose a moderate alkaline pH, in which the rocks supply sulfate ions at rather low concentrations. In this context, the purpose of this work was to study the degradation of cement pastes under such conditions using a non-renewed 30 mmol/L Na2SO4 solution without pH regulation. Samples were investigated through laboratory testing and numerical modeling. XRD, SEM–EDS, and micro-indentation acquisitions were performed to follow the evolution of chemical, mineralogical, and mechanical properties during the weak external sulfate attack. Reactive transport modeling was performed with the HYTEC code. Based on these results, the Young’s moduli of the degraded zones were estimated using analytical homogenization. Decalcification occurred despite the high pH value of the solution and significantly affected the mechanical properties. Macroscopic swelling and cracking were caused by the formation of expansive sulfate minerals after 60 days, despite the low sulfate content of the tank solution. The modeling supported the discussion on the evolution of the mineral fronts (ettringite, portlandite, and gypsum).</jats:p>