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- W2184803135 abstract "Soil stabilization has been practiced for quite some time by mixing additives, such as cement, lime and fly ash to the soil to increase its strength. The impact of cyclic wetting and drying on compressive strength behaviour of ash stabilized marl clayey soils has been investigated. Karak ash was added to marl clayey soils at ranges of 0-100%. Specimens were cured for 7, 28, 56 and 365 days after which they were tested for unconfined compressive tests. On the other hand, the residual compressive strength increases significantly compared to initial compressive strength. Treatment with Karak ash was found to be an effective option for improvement of soil properties, based on the testing conducted as a part of this research. Strength are improved and plasticity and swell potential were substantially reduced." @default.
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- W2184803135 date "2012-01-01" @default.
- W2184803135 modified "2023-09-24" @default.
- W2184803135 title "Stabilization Marl Clay by Karak Ash" @default.
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