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The RCP was calculated applying the following formula: boldsymbol{RCP}left(%right)=100%-left=100%-left%es strip 1+% impurities strip 2right).
Finally, the fatigue strength of certain pavement structure subjected to different time-temperature operating conditions was calculated applying two mechanistic empirical methods.
The average crystallite size of the Mn/CS was calculated applying the Debye Scherer equation [18, 19]: d = frac{klambda }{{beta_,text{cos},theta }} (1 where k equals to 0.9 and β is the perfect width at half- maximum (FWHM) of the peak, λ is the wavelength of X-ray used 1.54056 A and θ is the Brage angle.
For a given experimental ΔpHi the bicarbonate buffer capacity was calculated applying the Henderson-Hasselbalch equation for a constant pCO2.
The corrected threshold for significance corresponded to a nominal P-value of 0.001 and was calculated applying a Bonferroni correction considering the partial LD between markers [60], [61].
The %PPR was calculated applying
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E c is calculated applying Eq. 1.
Correlation analyses were calculated, applying an adjusted significance level (Pb < .0125) to correct for multiple testing.
The pore size distributions were calculated applying the Barrett Joyner–Halenda (BJH) method.
The forward and backward reaction rate of each intermediate reaction is calculated applying transition state theory.
Surface areas were calculated applying the BET equation, and pore diameter values were calculated through the BJH method.
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