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The performance of mixtures was compared with a control HMA.
In the test, SRA 3 mix that showed excellent fresh and hardened performance among SRA mixtures was compared with Plain at 28 days and 56 days.
The permeation of the binary mixtures was compared with that of pure CO2, CH4, and N2 at 323 473 K and 300 600 kPa.
The influence of selected natural SCMs, on the hydration behavior, key fresh and hardened properties of cement paste and concrete mixtures was compared to mixtures without any SCM and with fly ash.
To characterize the assembly behavior of different ratios of 3R and 4R tau isoforms, the assembly of tau isoform mixtures was compared with that of individual isoforms in the presence or absence of DTT.
Similar(55)
Mixtures were compared to pure stands of component cultivars.
The analytical results of physical mixtures were compared with those obtained with eugenol and excipients alone.
Observed effects and effect concentrations of mixtures were compared to predictions of mixture toxicity.
The densities of the reference mixture and concrete mixtures are compared in Fig. 5 (w/b = 0.51).
The IPA water mixtures are compared with the acetic acid water mixtures.
Line scans of the droplets from tested and reference mixtures were compared in terms of their Raman and infrared spectra.
Related(20)
mixtures was assessed
blends was compared
mixtures was evaluated
mixtures was explored
mixtures was measured
blend was compared
mixing was compared
mixtures was calculated
mixtures was compacted
mixtures were compared
mixtures was found
mixtures was done
mixtures was set
mixtures was determined
mixtures was examined
mixtures was used
mixtures was prepared
mixtures was adjusted
mixtures was varied
mixtures was published
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