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This indicates a better behavior of the mix during anaerobic fermentation, and has as advantage to be much easier controlled than for the first batch of material.
The contrasting behavior of the MIX model is again apparent in Table 8 when one compares the results for the θ =1.5 scenario with the other columns.
Depending on behavior of the mix of thermotolerant strains (mutIV-mix), which was cultivated as control, the temperature was raised in maximum increments of 0.2 or 0.1°C per day.
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Dynamic modulus test was performed to evaluate the rheological behavior of the mixes at elevated temperatures as well as loading frequencies to develop master curves.
The behavior of the mixes in these exposure tests was satisfactory, confirming their suitability for use in structural applications exposed to different environments.
Also, we can see from Fig. 14 the behavior of the mixing parameter λ(n).
In this part, the CFD simulation results and the parameters influence on the behavior of the mixing in the Double T-junctions, are given and interpreted.
To summarize, the four parameters which are expected to modify the behavior of the mixing in the simulations, are: L, Re average, ( {R}_1^{in} ) and ( {R}_1^{out} ).
To understand the behavior of the mixing, Fig. 14 shows the longitudinal section of the double T-junction in the case Re = 1000, L = 5D and ( {R}_1^{in} ) and ( {R}_1^{out} ) = 30/50/70 and plots the scalar.
Each simulation represents the behavior of the mixing at double T-junctions at some design points depending on the 4 Double T-junction parameters: the length of the interpipe (the distance between two pipe junctions), the average interpipe Reynolds number and the input and output Reynolds number ratios (see Fig. 2).
The overall behavior of the asphalt mix is studied by considering it to be an elastic viscoplastic solid.
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