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- W2325115298 abstract "In this study four main variables have been considered to find the relationship between the strength as a dependent variable and the lime content, curing temperature and curing period as independent variables. Lime contents of 0%, 3%, 5%, 7% and 9% and curing temperature of 5°C, 15°C, 30°C, 40°C, 50°C and curing periods of 2 hours, 7, 14, 28 and 90 days were chosen. Unconfined Compressive Strength (UCS) test was conducted to evaluate the strength of lime treated soil. Curing temperature has more pronounced effect on strength of lime treated soils. The experimental results indicate that, for the range of temperatures considered in the study, the strength gain depends on the lime content. Higher the lime content better is the strength gain. There are three phases in the relationship between strength and lime content, first phase for lime content less than Initial Consumption of Lime (ICL), second phase for lime content above ICL but less than Optimum Lime Content (OLC) and third phase, lime content above the OLC. The OLC depends upon the curing temperature and it increases with increase in the curing temperature. A relationship between strength of lime treated soil and curing period is established through multi-linear regression technique." @default.
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- W2325115298 date "2012-03-29" @default.
- W2325115298 modified "2023-10-18" @default.
- W2325115298 title "Quantitative Models for Strength of Lime Treated Expansive Soil" @default.
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- W2325115298 doi "https://doi.org/10.1061/9780784412121.101" @default.
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