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In addition, as shown in Fig. 4, PA based CLSM mixtures has a remarkably higher flow consistency than (PA + AA) based CLSM.
The addition of fiber to the concrete mixtures has a noticeable effect on the ultimate load, where the 0.2 and 0.3% of fiber increased the ultimate load by 3.8 and 8.4%, respectively.
On the other hand, the second discontinuity observed in these hybrid mixtures has a nature different from that of the double-front detonation in hybrid mixtures with aluminium particles.
It was found that the CRCs of UTE mixtures are all non-monotonically J-shaped, while only one (UTB-R3) among UTB mixtures has a little stimulating effect and the CRCs of the other three mixtures (UTB-R1, UTB-R2 and UTB-R4) are monotonic.
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The acetic acid water mixtures have a higher total flux than the IPA water mixtures.
The binder content used for the concrete mixtures was 400 kg/m3 while the mortar mixtures had a 50%% aggregate volume.
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).
Furthermore, at temperatures below the solid boundary, multi-component mixtures have a vapour liquid solid region instead of a vapour solid region.
Three cylindrical specimens using both NC and SCC mixtures having a dimension of 100 mm diameter and 200 mm height were prepared.
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.
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