Excerpts

With the increase in solid content, the compressive strength of each age shows an increase first and then a decreasing trend.

With the increase in the modulus of water glass, the compressive strength of the material at 2 d age showed an increasing trend, and the maximum value was 15.2 MPa.

Nanoparticles have a worldwide use, with an increasing trend in production every year [ 15 ].

Thrust forces show an increasing trend of about 100–200% with higher feed rate values consistent with the graphs, while a decreasing tendency of about 50–100% is observed with increasing cutting speed.

After reaching the mass transfer equilibrium, the cell potential value showed an increasing trend under some conditions, relating to the decrease in the number of active sites on the substrate surface.

The mechanical properties of both Paste-C and Mortar-C showed a trend of increasing at first and then decreasing under the action of long-term dry–wet cycles-coupled chloride ion erosion.

Confined water plays a key role in many practically significant processes, such as the functioning of biological molecular machines [ 50 ], selective ion filtration through biological channels [ 51 ], functioning of porins, and changes in the properties of biological components in soft nanoconfinement [ 52 ].

However, only compressive strength values at W/C of 0.6 show an increasing trend with the cement contents at different W/S ratios, which indicates that total porosity is the main factor influencing the mechanical properties rather than the cement and hydration product content in these cases.

In a very similar manner, the ternary mixes also showed a decreasing trend of strengths both at low (WSA25SF5) and high (WSA40SF10) blends of cement substitution, and the significant increase in strength was obtained for the moderate ternary blend of 33% WSA and 7% SF (WSA33SF7).

However, the diffuse degree of texture showed an increasing trend.

Especially when a p value Prob > F is less than 0.01, the influence factor has an extremely significant effect on WCA.

Figure 9 shows a positive correlation between q u and curing period of RMLS that there is an increasing trend of q u with the increase of curing age when D R is fixed.

With the growing hydration degree, the bulk modulus, shear modulus, and elastic modulus of the cement paste all show an increasing trend, and the differences between these parameters also increase gradually.

Strength shows an increasing trend with increasing roughness.

It was also found from simulation that with an increase in ball impact angle, the maximum residual compressive stress, the depth of maximum residual compressive stress and the depth of the residual compressive stress layer were significantly improved; an exception was the surface residual compressive stress, which showed a decreasing trend.

The swelling index of 2.0 phr MPP-filled NR latex films was comparable with the control sample, while ZnO NP-filled NR latex films displayed a decreasing trend in the swelling index when the loading increased.

For a feed rate of 0.16 mm/tooth, there was a slight decrease in RSm to 0.027 mm, followed by an increasing trend.

The parameter maximum peak height of the roughness profile Rp in the feed rate range 0.02 ÷ 0.06 mm/tooth ( Figure 9 a–c), showed a decreasing trend, from a maximum value of 0.818 μm to 0.552 μm.

Complex INPs The production of particles with an optimal ratio of magnetic properties and antibacterial activity has seen an increasing trend in recent years.

The surface roughness value of the vertical-plane showed a trend of first increasing and then decreasing with an increasing current density, and the roughness was the largest machined at 10 Acm −2 , which was 42 μm.

We believe that this study may be significant for investigations on the topological physics of Weyl semimetals.

Since the probability p was lower than 0.05 for all the sample typologies reported in Table 2 , the differences between the samples welded with different parameters were considered highly significant.

Therefore, the logarithmic numbers of cycles to failure at S max = 0.75 were analysed statistically for each concrete with the purpose of evaluating possibly significant differences between both batches.

The amount of water-reducing agent needed shows an increasing trend with higher WTSP dosage.

However, as the strain rate decreased, Young’s moduli showed an increasing trend with an increase in grain size ( Figure 5 c–f).