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• W3213209997 startingPage "012001" @default.
• W3213209997 abstract "Abstract Landfill liner is one of the essential components that prevent leachate infiltration of the soil from causing pollution. A liner has specific design criteria to function optimally. This study analyses the permeability and stability value of the mixture of composite materials consisting of demolition waste, bentonite, and lime materials. This study using some methods include falling head method for permeability test and direct shear strength for stability test. Based on the results of this research, it can be seen that the mixture of demolition waste and bentonite to composite can reduce the internal shear angle and increase the cohesion. While lime provides a fluctuating value for cohesiveness, it can increase the internal shear angle. The best mixture to be used as an alternative composite liner is the V6 composite which has a demolition waste composition of 79%, 20% bentonite, and 1% lime with a permeability coefficient value of 8.526 × 10 −7 cm/s." @default.
• W3213209997 created "2021-11-22" @default.
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• W3213209997 date "2021-11-01" @default.
• W3213209997 modified "2023-09-25" @default.
• W3213209997 title "Stability performance of demolition waste composite as landfill liner" @default.
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• W3213209997 doi "https://doi.org/10.1088/1755-1315/896/1/012001" @default.
• W3213209997 hasPublicationYear "2021" @default.
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