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The data obtained were then used to derive exponential equations describing the hardness and adhesiveness of the mixtures depending on their water content.
These predictions also agreed well with the optimal solvent conditions of the water alcohol mixtures depending on the alcohol species and composition.
Dose response curves describe the variation of physico-chemical properties of mixtures depending on the type and ratio of selected wastes.
The experiment results indicated that the solubility of 3,4-bis 3-nitrofurazan-4-yl 3,4-bis 3-nitrofurazan-4-yl 3,4-bis 3-nitrofurazan-4-yl 3,4-bis 3-nitrofurazan-4-yl 3,4-bis 3-nitrofurazan-4-yleasing temperature and acetic acid content.
However, the use of different set-controlling admixtures in combination with PCA caused drastic changes in the performances of the mixtures depending on the type and amount of SCAs.
Figure 5 presents the slump flow changes of ESH LWSCC mixtures depending on the w/b and HRWRA.
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These dependencies are also time dependent since the mixtures depend on the bearing of the radar sensor.
The degradation speed of the mixtures depends on the proportion of CaCO3 and HAP.
The bitumen quantity to add to asphalt mixtures depends on the surfaces of aggregates and filler to be coated.
Durability and functionality (i.e., noise reduction effectiveness and drainability) of permeable friction course (PFC) mixtures depend on the characteristics of the air voids (AV) contained in the mixture.
A possible reason may be that the interfacial activity of binary surfactant mixtures depends on their adsorption at the oil water interface.
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