Mechanical and environmental characteristics of geogrid-reinforced waste foundry sand beds

Different waste materials, such as fly ash and bottom ash, slag waste, and construction & demolition waste, have been extensively studied to replace depleting natural granular materials for fill applications. Waste foundry sand (WFS), a by-product from the aluminum metal casting industry, is one such waste material that can be a viable fill material. In the present study, extensive large-scale model experimental studies were performed on geogrid-reinforced WFS beds to understand their load-settlement behavior. Basic characterization studies on WFS included gradation, specific gravity, morphology, chemical composition, and compaction testing. During large-scale model experimental (LSME) testing, the geogrid reinforcement was placed at the optimum placement depth, and the maximum improvement in the load-carrying capacity of the footing resting on the reinforced WFS layer was quantified in terms of bearing capacity ratio. The bearing capacity ratio of reinforced WFS beds was found to range between 1.3 and 2.0 based on the test conditions considered in the study. The reduction in settlement of footing on reinforced WFS bed was also quantified. Additionally, the environmental impact of using WFS in reinforced foundation beds was assessed through leachate tests. The dissolved metal concentrations from leachate studies were found to be within permissible limits.