Study of Concrete Deterioration Damage by Landfill Leachate in Cold Regions
Yuejia Chen, Mengya Wang, Tiefu Xu, Jinsuo Liu, Zijun Zang, Siru Li, Xuebin Jia, Jialu Ma
TL;DR
This study examines how concrete structures in landfills in cold regions deteriorate due to landfill leachate, loading, and freeze-thaw cycles.
Contribution
The study identifies multifactorial corrosion scenarios and their impact on concrete deterioration in cold region landfills.
Findings
Concrete damage is most severe when freeze-thaw cycles, loading, and leachate are combined.
The gas-liquid-solid corrosion scenario caused the highest decrease in compressive strength (21.63%).
Compressive strength and dynamic elastic modulus decreased significantly under coupled deterioration conditions.
Abstract
The corrosion mechanism of concrete structures in landfills in cold regions is complex, and there are few existing studies that address multifactorial coupled deterioration scenarios. Since loading and freeze-thaw cycles affect concrete deterioration, this study included three test groups—landfill leachate, loaded-landfill leachate, and freeze-thaw cycles-loaded-landfill leachate—and three different corrosion scenarios—gas-liquid, liquid-solid, and gas-liquid-solid. The physico-mechanical changes in concrete in terms of mass, compressive strength, and dynamic elasticity modulus were analyzed, and the deterioration mechanism of concrete was elaborated by its apparent morphology and scanning electron microscope (SEM) images. The study showed that the most serious damage to concrete was caused by freeze-thaw cycles, loading, and landfill leachate coupled in multifactorial situations. The…
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Taxonomy
TopicsConcrete and Cement Materials Research · Concrete Corrosion and Durability · Magnesium Oxide Properties and Applications