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For material characterization, two types of bituminous mixture sample were fabricated in the laboratory satisfying the Bituminous Concrete grade-2 (BC-2) and Dense Bituminous Macadam grade (DBM) specification of the Ministry of Road Transport and Highways, India.
Figure 7 shows that the standard compounds and mixture sample were separated successfully and analyzed simultaneously.
Relative affinities of candidate biotin derivatives with unknown molar quantities in each mixture sample were consistent with those estimated by a homogenous method using their purified counterparts as samples.
Their in silico synthesized mixture expression profiles, obtained by multiplying the measured pure tissue expression profiles by the proportion of the tissue subset in a given mixture sample, were highly correlated with the experimentally measured expression profiles for the mixtures.
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A droplet of SWCNTs mixture sample was cast onto a freshly cleaved mica surface, followed by drying at room temperature.
Tests were carried out in the vacuum-sealed glass ampoules with inner volume of about 2 cm3, a mass of each tested mixture sample was 1 g.
A two-dimensional virtual asphalt mixture sample was generated based on the central cross-section of the three-dimensional virtual asphalt mixture sample.
This mixture sample was incubated for 5 h at 37 °C with 4 µg of activated sequencing-grade trypsin (Roche Diagnostics, Mannheim, Germany).
Mixtures of the cell lines were created in defined proportions in triplicate, and each mixture sample was assayed on expression microarrays and computationally deconvolved into its ingredient cell lines.
The mass content of each candidate biotin derivative in its mixture sample was arbitrarily taken as 50%, unless otherwise stated.
The sum of such SMPP minima with a PMFS of each mixture sample was consistently about 10 μL (Table 1, and additional file 1).
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