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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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Nunes, Sandra
Delft University of Technology
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (12/12 displayed)
- 2023Hardening characterisation of a non-proprietary and more eco-friendly UHPCcitations
- 2023Hardening characterisation of a non-proprietary and more eco-friendly UHPCcitations
- 2022Multi-level study on UHPFRC incorporating ECatcitations
- 2021Chloride Ion Penetration into Cracked UHPFRC During Wetting-drying Cyclescitations
- 2021Durability of an UHPC containing spent equilibrium catalystcitations
- 2020Quaternary blends of portland cement, metakaolin, biomass ash and granite powder for production of self-compacting concretecitations
- 2019Spent equilibrium catalyst as internal curing agent in UHPFRCcitations
- 2019Spent equilibrium catalyst as internal curing agent in UHPFRCcitations
- 2018Durability of fibre reinforced cementitious composites
- 2018Alkali-activated cement using slags and fly ash
- 2014Linking fresh and durability properties of paste to SCC mortarcitations
- 2009Combined effect of two sustainable technologies: Self-compacting concrete (SCC) and controlled permeability formwork (CPF)citations
Places of action
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article
Linking fresh and durability properties of paste to SCC mortar
Abstract
In the last years many approaches to design SCC have been developed, but it remains a very complex process since it is necessary to manipulate several variables and understand their effects on concrete behaviour (fresh and hardened state). The prediction of concrete or mortar behaviour based on paste properties will be a significant contribution to simplify SCC design. With this purpose, two statistical experimental designs were carried out, one at paste level and the other at mortar level, to mathematically model the influence of mixture parameters on fresh and durability properties. The derived numerical models were used to define an area, labelled by self-compacting zone at paste level (SCZ), where fresh properties of the paste enable the design of SCC mortar. Furthermore, in order to extend this link to durability properties, the effect of including aggregate in cement paste was evaluated by means of the electrical resistivity test. (C) 2013 Published by Elsevier Ltd.