Aswathy, C.M.Sunil, B.M.2026-02-042022Journal of Environmental Chemical Engineering, 2022, 10, 6, pp. -22132929https://doi.org/10.1016/j.jece.2022.108750https://idr.nitk.ac.in/handle/123456789/22270Alteration of characteristic properties of the liner material occurs mainly due to interaction with contaminants present in the landfill leachate. The present study deals with the effect of inorganic contaminants on the behaviour of bentonite-based landfill liner material. Saturated hydraulic conductivity, unconfined compressive strength and compaction characteristics of the lithomargic clay and its blends permeated with an inorganic contaminant (ammonia) were evaluated. Experiments were conducted by blending lithomargic clay with 5%, 7.5% and 10% bentonite. The results showed that hydraulic conductivity decreased from an initial value of 3 × 10-8 m/s to 6.83 × 10-11 m/s. Unconfined compressive strength at wet of optimum and maximum dry density of blended lithomargic clay also reduced slightly. Adsorption studies were conducted, and the coefficient of distribution (Kd) for blended lithomargic clay with 5% and 10% was found to be 60.46 L/kg and 94.74 L/kg, respectively. The Kd values indicate good adsorption characteristics of bentonite-based material. Overall, the results showed that lithomargic clay blended with bentonite is a suitable alternative barrier for constructing engineered landfills to prevent environmental degradation and other health effects. © 2022 Elsevier Ltd.BentoniteBlendingCompressive strengthGas adsorptionHydraulic conductivityLeachate treatmentAdsorption characteristicBentonite barrierCharacteristic propertiesInorganic contaminantsLandfill leachatesLandfill liner materialsLiner materialLithomargic claysSaturated hydraulic conductivityUnconfined compressive strengthAmmonia