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Concrete paste was prepared and scooped into the mold.
All concrete mixtures did not meet the strength and durability design requirements due to the segregation and dryness of the concrete paste.
Concrete paste of low fluidity and adhesion is likely to form voids between filaments and weak bonding interface between adjacent filament and layers, which are negative for the overall mechanical performances (Le et al. 2012).
C 1 is the dielectric capacitance related to the solid phase in the concrete (paste and the aggregates), and C 2 is the capacitance associated with the double layer present between the pore walls and the pore solution.
However, the strength and durability characteristics of HSC were adversely affected by the absence of the superplasticizer from the concrete paste despite the improvement in the concrete strength with the increase of copper content.
Energy Dispersive Spectrometer result shows that there is no obvious element enrichment at the micro scale of the ultra high strength concrete paste and the hydration products distributes homogeneously.
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In general, the setting time of concrete pastes made with different replacement rates of mud does not seem to be highly affected by the presence of mud.
The main conclusions reached are: (1) In general, the setting time of concrete pastes made with different replacement rates of mud does not seem to be highly affected by the presence of mud.
In order to fabricate a porous concrete, AAS paste using blast furnace slag (BFS) was considered in the present study.
Alkali-activated fly ash-slag concrete and paste are designed using a polycarboxylate-based admixture with different dosages.
It also means that if more CS is used in concrete, more paste is needed to meet the target flow-ability and other properties of concrete.
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