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- W2316401949 abstract "A laboratory study was conducted to evaluate the shear strength properties of fine grained lateritic soil found in tropical latitudes stabilized with up to 15% fly ash relevant to the design and construction of liners and covers in waste landfills. Atterberg limits, compaction and unconfined compression tests were conducted on soil mixtures. Specimens for unconfined compression test were prepared at molding water contents in the range 10 - 25% and compacted with three energies namely the British Standard light (BSL), West African Standard (WAS) and British Standard heavy (BSH). The plasticity index (PI) and dry unit weight of the lateritic soil fly ash mixtures reduced while optimum moistures increased with higher fly ash content. The unconfined compressive strength (UCS) for the various soil mixtures recorded values that satisfied 200 kN/m2 required for performance in waste containment structures. Mixes that met or exceeded this standard were delineated in an envelope drawn to define the zones where moisture content - dry unit weight combinations produce this acceptable UCS." @default.
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- W2316401949 date "2012-03-29" @default.
- W2316401949 modified "2023-09-26" @default.
- W2316401949 title "Strength Consideration in the Use of Lateritic Soil Stabilized with Fly Ash As Liners and Covers in Waste Landfills" @default.
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- W2316401949 doi "https://doi.org/10.1061/9780784412121.393" @default.
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