The increase of additive genetic variance after the environmental change (which induces a population bottleneck) keeps with the analytical results of Naciri-Graven and Goudet [37] and several experimental studies that they reference.
With the increase of mineral additives content up to 10%, water absorption of concrete reduces and the predicted freeze-thaw resistance increases.
The results show that the hydrogen storage capacity increases first and then decreases slightly with increase of Y additives, whereas the absorption/desorption plateau pressure and slop decreases, and the highest hydrogen capacity of TiFe0.86Mn0.1Y0.05Cu0.05 is achieved 1.89 wt% at 10 °C.
For a given additive, cake thickness increases with increasing amount of additive which is common due to static filtration conditions (dead-end filtration in filter press and accumulation of suspended particles on the filter face); however, cake thickness grows more slowly for core shell and nanoCMC compared to bulk CMC which shows improved performance.
The increase of conductive additive not only enhances the electronic conductivity but also suppresses the dissolution of DHCQ.
All show significant enhancements in thermal conductivity upon increase of the additive concentration and nanofluids temperature, compared with that of base fluids, reaches its maximum enhancement of ∼32.19% at 60 °C for a concentration of 1.0 mg/ml.
Third, compared to measures that detect linear correlations, nonlinear association measures lose statistical power more quickly with the increase of random additive noise.
In addition, the pressure drop of the sintered samples increases with increasing the amount of additives at original composition and the porosity decreases.
The catalyst on the more acidic support showed higher activity, and the catalytic activity on every support materials increased as the electronegativity of additives increased, while some additives decreased the activity.
However, an increase in percentage of additives over 8.5% does not help to reduce permanent deformation under dynamic loading in the asphalt mixtures.
