Our results in Figure 4 indicate that, in all the curves, the SLP max decreases with increasing σ and there is a clear trend of increasing relative SLP max when the value of K changes from the NB-region (9 kJ/m 3 ) to K c (20 kJ/m 3 ) and then the B-region (41 kJ/m 3 ).
Such values of the transformation degree allow quite significant differences in the shapes, curvatures and contractions of the designed variously transformed shell roofs.
At the same time, the EDS analysis showed a decreasing trend for the content of Ca and P, which was also shown in the studies presented in this article.
With such an increasing trend follows the inevitably emerging issue of progressive depletion of the natural resources for retrieving concrete’s constituents, particularly the aggregates.
As shown in Figure 5 , at each specific substitution ratio, the relative cubic compressive strength of the RAC after carbonation presents an increasing trend with the increase of the MD .
When the concentration of the AgNW solution was 1 mg/mL, the haze value presented an increasing trend with the increase in spin speed, which might be related to the uniformity of the distribution of AgNWs on the substrate.
When the concentrations of the AgNW solution were 2 and 3 mg/mL, the haze value presented a decreasing trend with the increase in spin speed, which might be related to the density of AgNWs on the substrate.
Tensile Strength With the increase in rotational speed of the extruder screw in the studied range of variability, it was observed that the values of tensile strength of the film in longitudinal direction show an increasing trend in the case of polyethylene, polylactide and plastic based on potato starch, while for the material based on corn starch it decreases ( Figure 14 ).
All of the obtained values were in the range between 2187 ± 2 kg/m 3 (BM) and 2378 ± 3 kg/m 3 (25FNSW), and, after analyzing them, an overall trend can be noted as: The higher the FNSWA amount, the higher the density of concrete, see Figure 4 .
Furthermore, uniaxial tension samples showed a trend of higher toughness values with time for CMOD < 2 mm which decreased at the end of the tail (i.e., at CMOD = 4 mm), see Figure 7 d; however, this was the case mostly for samples cracked at 0.15 mm.
The different behavior shown in all the samples is quite significant, with different decomposition temperatures and the number of decomposition stages depending on the substituent heteroatom ( Figure 5 a).
Moreover, the high-temperature stability, low-temperature crack resistance, and water stability of the asphalt mixture show a decreasing trend under different chloride salt solution concentrations following the negative cubic polynomial function.
After more than 500 shots, the flashover voltage showed a trend of picking up again for a few shots and then after 600 shots, the flashover voltage decreased slowly with the fluctuations.