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- W2185177621 abstract "Stabilization of expansive soils using chemical additives such as cement and lime has been practiced for several decades and these treatments provide stable treated subgrade foundation for supporting pavements, thereby offering riding comforts to travellers. Many state Department of Transportation (DOT) agencies in the United States reported certain subgrade failures even after stabilization with chemical additives due to a loss of stabilizer over a time period, or a stabilizer being ineffective in soils while other soils with the same index properties respond well to that stabilizer. These problems are attributed to the limitation of the current stabilizer design, which is the lack of understanding of the complex interactions between the clay mineralogy of the soil and the additives used for soil stabilization. Hence, in this research, an attempt is made to address these limitations in the soil stabilization area. Incorporation of the clay mineralogy aspects of the soils into the stabilization design process was first addressed, followed by durability studies to address the long-term effectiveness of the stabilization and leachate studies. For this purpose a total of four soils having similar plasticity index values were selected and mineralogical tests were performed to obtain the dominating clay mineral in the soils. Mix design was performed on these soils as per the current stabilization procedures and durability studies including wetting/drying and leachate studies were performed to assess the performance of the stabilizer in its design life. Based on the performance of the treated soils, design modifications were suggested to current design methods to incorporate clay mineralogy into the stabilizer design process." @default.
- W2185177621 created "2016-06-24" @default.
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- W2185177621 date "2010-01-01" @default.
- W2185177621 modified "2023-09-26" @default.
- W2185177621 title "Modified Stabilization Design Incorporating Clay Mineralogy of Soil" @default.
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