Abstract
In order to prevent the contamination of surrounding groundwater in a landfill, cut-off wallswere recommended. Cut-off walls are walls utilized when there is a need to restrict horizontal movement ofliquids. Currently, the factors in designing cut-off walls are effective permeability, and relatively inexpensivematerials in containing contaminants. It was suggested to provide a mix of 96% soil and 4% bentonite in thedesign of cut-off walls, but bentonite is relatively expensive, thus the viability of fly ash as a replacement forbentonite was considered. Soil mixtures were proposed and rigorous laboratory tests was performed todetermine the individual properties. Tests such as specific gravity tests, Atterberg limit tests (liquid limit,plastic limit and plasticity index), emax and emin test/relative density tests, particle size analyses, microscopiccharacterizations, elemental composition tests and permeability tests were performed to garner data, and wereutilized for the model. A linear optimization model was generated to achieve the least cost with the minimumrequired permeability. The minimum permeability requirement for the cut-off wall was achieved by providingvarious mixtures for soil-bentonite-fly ash.
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