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The two used VMA's (diutan gum and attapulgite clay) were especially effective in SCC mixtures having a high yield stress and a low plastic viscosity.
In mixtures having a low yield stress and a high plastic viscosity, the inclusion of a VMA in the mix design resulted in a decrease of the robustness.
In the development, three mixtures having a viscosity range that promotes uniform fiber dispersion were determined according to the types of alkali-activator and water to binder ratio.
Various amounts of silica fume (SF), metakaolin (MK), Class F fly ash (FAF), Class C fly ash (FAC) and granulated blast-furnace slag (BFS) were utilized in binary, ternary and quaternary cementitious blends in 17 different SCC mixtures having a constant slump flow value.
Three cylindrical specimens using both NC and SCC mixtures having a dimension of 100 mm diameter and 200 mm height were prepared.
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The acetic acid water mixtures have a higher total flux than the IPA water mixtures.
On the other hand, heterogeneous mixtures had a lower canopy density and lower spore fluxes than homogeneous mixtures.
Truly synergistic or antagonistic mixtures have a 10 50% chance of being falsely categorized as additive (false negative rate).
The binder content used for the concrete mixtures was 400 kg/m3 while the mortar mixtures had a 50%% aggregate volume.
Furthermore, at temperatures below the solid boundary, multi-component mixtures have a vapour liquid solid region instead of a vapour solid region.
Thus, both mixtures had a total N concentration of 6 mM.
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