Barely Significant

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Concrete Deterioration Damage Under Freeze-Thaw Cycles-Loaded-Landfill Leachate Coupling Under freeze-thaw cycles, 40% loading, and landfill leachate coupling, the concrete mass showed a decreasing trend with an endpoint mass loss of 3.35% ( Figure 6 a), which was substantially higher than that of the landfill leachate group (0.54%) and the 40% loading and landfill leachate coupling group (0.72%).
Between 25 and 48 h, the enrichment is growing but at a slow rate; (4) Li + concentration in catholyte solution rises almost linearly with a significant trend; and (5) the BayesGLM predictive model confirmed that among all environmental factors considered, the increasing voltage induced a linear ascending trend of Li + migration in the catholyte chamber, with the highest effect observed at 25 h.
Figure 9 illustrates the distribution of primary Si relative to front velocity, showcasing a notable trend: as velocity increases, the percentage of fine primary Si rises, while that of coarse primary Si diminishes, in both the stirred and non-stirred parts, indicating the refinement of primary Si with heightened front velocity in the stirred and non-stirred parts.