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In this scope, the bond between steel fibres and the binding paste is of paramount importance.
In this scope, the bond between steel rebars and/or fibers and the binding paste plays a most relevant role.
In the last decades, steel fibres have been widely used to reinforce the binding paste of concrete, mainly aiming at preventing/controlling cracking, by significantly increasing the (low) tensile strength and deformation capacity of current concretes.
The proposed method determines the packing factor (aggregate content) first, and then fills binding paste containing fly ash and GGBS into the voids between aggregates to make concrete that has the desired workability and strength.
To obtain a binding paste, 260 μL of 2-propanol and 540 μL of Nafion in an unspecified mix of alcohols (5% w/v Sigma-Aldrich, St . Louis MO, U.S.A).
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This paper aims to study the influence of polycarboxylate superplasticizer on chloride binding in cement paste.
The influence of surfactants on chloride binding in cement paste has been investigated in this paper.
Based on the above results, the 'electrical double layer' model is used to describe the influence of polycarboxylate superplasticizer on chloride binding in cement paste.
The C S H phase is not only the most abundant hydration product, occupying 50 60 % of the hydrated cement, but it is also the major binding phase of the cement paste, most directly responsible for its engineering properties.
X-ray diffraction (XRD) patterns were calculated and compared to literature data with the aim of investigating the crystal structure of nanocrystalline calcium silicate hydrates (C-S-H), the main binding phase in hydrated Portland cement pastes.
The corrosion rate in HAC mortar and concrete indicated the lower values than OPC ones in spite of the lower chloride binding capacity of HAC paste.
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