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This calibrated model is further used to evaluate how the different aggregate packing due to the change of the proportions of aggregate particles and the change of aggregate angularities can result in the change of dynamic modulus.
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Iterative algorithms were developed to determine the parameter of critical cavity size ratio x0 which reflect the crushed aggregate particles shape property and optimize the proportions of aggregates with different size range.
Based on the study carried out, it could be concluded that a geopolymer concrete with proper proportioning of total aggregate content and ratio of fine aggregate to total aggregate, along with the optimum values of other parameters, can have better engineering properties than the corresponding properties of ordinary cement concrete.
Pooled estimates were calculated as odds ratios [OR; the ratios of the proportion of aggregate containing/normal (or TUNEL positive/TUNEL negative) nuclei in different experimental conditions] with 95% confidence intervals, as described previously.
Five different replacement proportions of normal aggregate (NA) by recycled brick aggregate (RBA) and Eight different concrete filled in thin-wall steel tube (CFTST) columns with and without the RBA are examined and evaluated with respect to measured axial compression strength development.
The mobilization rate of aged binder was calculated on the basis of surface area proportion of aggregates with different size.
Soil under PAF and TLCL had higher (P < 0.001) proportion of aggregates of < 1 mm, implying potential susceptibility of the soil to wind erosion.
This can be made by replacing some proportion of aggregates with another material having a lower thermal conductivity and heat capacity in concrete mix design.
They are mainly composed of lime with differing in the type and proportion of aggregates used, including crushed carbonate rocks (limestone), gypsum, and siliceous sand.
After an incubation period of 28 days, the increase in G. granulatus population density reduced the proportion of aggregates between 1.00‐2.00 mm (y = 236.16 − 1.4921x, P < 0.05).
Those authors also concluded that the additions of CaCO3 and glucose result in the formation of macroaggregates larger than 2 mm in 80%% of the soil, and only a small proportion of aggregates that are smaller than 0.05 mm.
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