Study of Concrete Deterioration Damage by Landfill Leachate in Cold Regions.

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%).

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