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The maximum vacuum degree with a geometric criterion K of 4.8, the maximum aeration capability with a K of 8.0, and the minimum bubble diameter with a K of 12 were achieved.
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The results indicated that foam stability was a direct function of HFA emulsion type; HFA-in-water (HIW) emulsions generated stable foams, they had 30 100 μm bubble diameter with c.a. 40 bubbles in a 0.45 mm × 0.40 mm area; water-in-HFA (WIH) emulsions created quick-breaking foams they contained 20 200 μm sized bubbles and had 20 bubbles in an area of 0.45 mm × 0.40 mm.
Quantitative information by means of two cameras reveals that at an immobile nucleation site the bubble grows rapidly followed by a linear increase in bubble diameter with time.
Figure 4 shows two pictures taken on a same scale for analysis of bubble diameter with time.
Figure 2 shows an example of the microscopic images taken for analysis of bubble diameter with time.
The stability of the foams formed is also determined by measuring the decrease in foam height and increase in mean bubble diameter with time after stopping the air flow.
Two monodisperse swarms are addressed with the same bubble diameter but with different total void fraction.
It was found that a constant superficial velocity, the Sauter mean bubble diameter decreases with increasing pressure and temperature.
The theoretical equivalent bubble diameter calculated with the equation of Darton et al. (1977) was found to be about 2.7 times the determined radial averaged mean pierced bubble length.
It was found that the average bubble diameter was 0.33 mm with a mild change during the HRT from 8too 1 h.
In the experimental studies, mixtures were prepared by partially replacing EPS beads with foam with a bubble diameter of 25 100 μm; the resulting densities of the EPS foamed concretes in a fresh state were 400 kg/m3 and 800 kg/m3.
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