| People | Locations | Statistics |
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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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Sandu, Andrei Victor
Isaac Newton Group
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (10/10 displayed)
- 2023Computer simulations of end-tapering anchorages of EBR FRP-strengthened prestressed concrete slabs at service conditionscitations
- 2023Effect of the Sintering Mechanism on the Crystallization Kinetics of Geopolymer-Based Ceramicscitations
- 2023Effect of Sintering Mechanism towards Crystallization of Geopolymer Ceramic—A Reviewcitations
- 2022Formation and Growth of Intermetallic Compounds in Lead-Free Solder Joints: A Reviewcitations
- 2022Controlling the Layer Thickness of Zinc Oxide Photoanode and the Dye-Soaking Time for an Optimal-Efficiency Dye-Sensitized Solar Cellcitations
- 2022Mechanical Characterization and In Vitro Assay of Biocompatible Titanium Alloyscitations
- 2021New Titanium Alloys, Promising Materials for Medical Devicescitations
- 2021Influence of 1.5 wt.% Bi on the Microstructure, Hardness, and Shear Strength of Sn-0.7Cu Solder Joints after Isothermal Annealingcitations
- 2021Geopolymer coating paste on concrete for photocatalytic performancecitations
- 2021Study on the Durability of Road Concrete with Blast Furnace Slag Affected by the Corrosion Initiated by Chloridecitations
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document
Study on the Durability of Road Concrete with Blast Furnace Slag Affected by the Corrosion Initiated by Chloride
Abstract
In order to assess the resistance of the road concrete to the penetration of the chloride ions, we used the rapid test RCPT in compliance with ASTM C1202. But, in order to increase the reliability of the rapid test of assessing the resistance of chloride ions’ permeability through measurements of the electrical conductivity, after finishing the RCPT test, we have also measured the depth of the chloride front migrating in the concrete. Road concrete mixtures were prepared in which blast furnace slag (GGBS) was incorporated as a binder and blast furnace slag (ABS) as crushed slag aggregate to the size of 0/4 mm. The effect of the blast furnace slag on the RCPT results was investigated and correlated with porosity trends, carbonatation layer depth, and with the compression strength values, by comparison with the level of results obtained on concrete mixtures made with conventional materials. The measurement of the migrated chlorine front in the concrete together with the determined physical and mechanical characteristics confirms the efficiency of the blast furnace slag incorporated in the concrete and supports the reliability of the rapid penetration test of chlorine ions RCPT using the procedure from ASTM C 1202.