Barely Significant

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Effect of the Fiber Volume Fraction on the Cracks in Self-Compacting High-Strength Concrete From Figure 20 , it can be seen that under a certain fiber length, the maximum crack width of each group of concrete specimens and the average crack width of each blade of the specimens showed a decreasing trend with the increase in fiber volume fraction.
From Figure 8 and Figure 9 , it can be seen that the cohesive energy density and solubility parameters of the matrix bitumen showed a decreasing trend with increasing temperature from 110 °C to 150 °C, while the cohesive energy density and solubility parameters of nano-ZnO particles fluctuated from 110 °C to 140 °C, but the fluctuations were not significant, while after 140 °C, the cohesive energy density and solubility parameters of nano-ZnO particles increased substantially.