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For simplification of analysis, all materials except the sub-track asphalt mix were analyzed using linear elastic constitutive relationship.
The total reaction volume was 50 μl, and 10 μl of this mix were analyzed on 1% agarose gel stained with Ethidium Bromide.
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In this article, effect of using different additives in previous researches on fatigue parameters of asphalt mix was analyzed.
One µl of each mix was analyzed using the DNA 1000 Kit with the 2100 Bioanalyzer (Agilent Technologies).
The resulting 16O and 18O labeled peptides were mixed in a 1∶1 ratio and all the volatile reagents were then removed in a Speed-vac concentrator at 45°C, and 1 µg of the mix was analyzed by LC-MS/MS LC-MS/MS
The SIS peptide mix was analyzed by LC-MRM/MS using transitions for heavy (SIS) and natural (endogenous) peptides, both in buffer and in a sample digest.
The As level of purified diets (AIN-93G and AIN-93M) with an ultra-trace mineral mix was analyzed for As and found to have 20 ppb.
The mix was analyzed by flow cytometry to determine the proportion of CFSE-labeled Treg cells, using the panels described above.
The mixes were analyzed with respect to the number of contact points between aggregates, particles orientation and segregation potential.
Oats and barley as well as two commercially formulated ready-prepared pellets and two different commercially formulated ready-prepared mixes were analyzed.
The influence of nanoparticles on the hydration degree, fluidity and mechanical properties of cementitious mixes were analyzed by using Scanning Electron Microscope (SEM) and X-ray Diffraction (XRD).
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