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- W4293764997 abstract "Subgrade stabilization sometimes becomes essential to improve the bearing capacity of the natural soil to achieve the pavement’s design life. This study evaluates the strength characteristics of subgrade soil using various combinations of alkali-activated medical waste-based incineration ash and coal power plant based fly ash, which is termed geo-polymer. Samples are prepared by the modified Proctor method at the optimum moisture content (OMC) for geo-polymer contents (GPC) of 0%, 5%, 10%, 15%, and 20%. Unconfined compressive strength (UCS) tests are conducted to evaluate the development of strength of the stabilized subgrade soil at a curing period of 14 days at OMC and soaked conditions. It is observed that unconfined compressive value increases with the increase of geo-polymer content, and soaking does not reduce the strength of treated soil after 10% of GPC. A maximum strength value of 2,314 kPa are obtained for 20% geo-polymer content, almost three times of untreated soil. The research findings will lead road engineers to use incineration ash for subgrade improvement." @default.
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- W4293764997 date "2022-08-31" @default.
- W4293764997 modified "2023-09-26" @default.
- W4293764997 title "Stabilization of Subgrade Soil by Combination of Incineration Ash and Coal Based Fly Ash along with Alkali Activators" @default.
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- W4293764997 doi "https://doi.org/10.1061/9780784484357.010" @default.
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