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Continuously reinforced concrete pavement (CRCP) behavior due to temperature and moisture variations was analyzed using a mesoscale model consisting of coarse aggregate, mortar, and an interface transition zone (ITZ).
The significance of the variations was analyzed using either a one- or two-way ANOVA with Bonferroni corrections with a significance level of 0.05 (95% confidence intervals).
The presence of genetic variations was analyzed using the Sequencing Analysis Software v5.2 Patch 2 (Applied Biosystems).
Regarding miR-29b-2/29c, in which the presence of variations was analyzed in a larger area of their primary regions, pre-miRNA regions and 480 bp upstream and 242 bp downstream flanking sequences (miR-29b-2) or 180 bp upstream and 181 bp downstream (miR-29c) at each end of the precursor were studied.
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Their variations were analyzed using the ANOVA.
Their variations were analyzed using the Chi-square test.
Also, monthly and annual wind speed variations are analyzed.
In this section, the effects of the algorithm variations are analyzed.
Temporal variations were analyzed by comparing the pre- and post-monsoon groundwater chemistry.
Temporal variations were analyzed by introducing seasonal, day-to-day, and peak concentration time variations.
The quadratic variations are analyzed to transform the problem into a Lyapunov matrix differential equation.
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