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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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Siitari-Kauppi, Marja
University of Helsinki
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (5/5 displayed)
- 2022Comparison of the chemo-mechanical behavior of low-pH cement exposed to calcareous water and to argillite pore watercitations
- 2019Mineralogical and microstructural evolution of Portland cement paste/argillite interfaces at 70 degrees C - Considerations for diffusion and porosity propertiescitations
- 2018Imaging connected porosity of crystalline rock by contrast agent-aided X-ray microtomography and scanning electron microscopycitations
- 2016Behavior of Cs in Grimsel granodioritecitations
- 2007Direct simulation of heterogeneous diffusion and inversion procedure applied to an out-diffusion experimentcitations
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article
Comparison of the chemo-mechanical behavior of low-pH cement exposed to calcareous water and to argillite pore water
Abstract
This paper focuses on the impact of ground water on the chemo-mechanical behavior of low-pH cementitious materials. Two kinds of ground water are considered, calcareous water and argillite pore water. A sample of low-pH cement paste was immersed for two months in each solution. Chemo-mechanical characterizations (SEM, C-14 PMMA autoradiography, nano-indentation) were performed to estimate the degradation state of the samples. Then, geochemical modelling was performed to validate experimental observations. The decalcification of C–S–H, the dissolution of ettringite and a magnesium enrichment are the main phenomena in both cases. However, we observe a larger and deeper increase of porosity when the calcareous water is in contact with the cementitious material. The chemical modifications linked to the increase of porosity tend to locally decrease the mechanical strength of the cementitious matrix.