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- W4308308619 abstract "The paper identifies the physio-chemical properties of incinerated bottom ash procured from waste incineration and treatment facility. The key factors responsible for its limited use as raw material have been identified. The stabilization process can successfully control these limitations using lime as the stabilizing agent. The properties of the stabilized product for 3, 5, and 7 % of lime addition have been compared with the untreated bottom ash. A series of Unconfined Compressive Strength (UCS), Split Tensile Strength (STS), and California Bearing Ratio (CBR) tests were performed for the experimental investigations on the improvement of strength characteristics. The specimens were prepared at the Optimum moisture content (OMC). Maximum dry density (MDD) values were calculated using Indian Standard light compaction tests and kept under curing for 3,7,14, and 28 days. The results suggest better strength in the stabilized specimen with higher lime contents as the pozzolanic action results in 124 kPa for STS value for 7 % lime content under curing for 28 days. The best results for UCS were also produced, where an increase of more than 3859 % strength was noticed. The soaked CBR values showed well-stipulated results with more comparative strength gain than in unsoaked conditions. The analysis of Mineral and Microstructure in Municipal solid waste incinerated bottom Ash (MSW-IBA) is carried out through FESEM and XRD testing." @default.
- W4308308619 created "2022-11-10" @default.
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- W4308308619 date "2023-01-01" @default.
- W4308308619 modified "2023-10-14" @default.
- W4308308619 title "Engineering behavior of municipal solid waste incinerated bottom ash with the addition of lime" @default.
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- W4308308619 doi "https://doi.org/10.1016/j.matpr.2022.10.112" @default.
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