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- W3205583881 abstract "Cover liners are the top layers placed when the closure of a landfill is decided. The top layers are normally subjected to the direct influence of moisture, temperature changes, and erosion. It is suggested to assess the shear strength of clay cover liners using a dynamic cone penetrometer as a quick tool for assessment. The areas indicating poor shear strength are assessed for the density and moisture influence on the compressibility and shear strength parameters. The dynamic probe was found to give reliable results for bentonite sand mixtures. Zones for moisture content were established to reflect the bilinear cone penetration and moisture content relationships and trends. The laboratory fall cone tests were conducted to verify the trends of penetration and influence of dry density in the zones of relatively dry soils within the wet of optimum side of the compaction curve. The laboratory test results were assessed and recommendations to improve the shear strength evaluation using dynamic cone penetrometer are presented." @default.
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- W3205583881 date "2021-10-12" @default.
- W3205583881 modified "2023-09-27" @default.
- W3205583881 title "Assessment of shear strength for liner cover layers at different environmental exposures" @default.
- W3205583881 doi "https://doi.org/10.3208/jgssp.v09.cpeg047" @default.
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