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- W2510344595 abstract "In this study red mud was stabilized along with different lime and gypsum content. The variation of lime in the samples had been made 2%, 4%, 6%, and 8% by and gypsum in the samples had been fixed at 1% and 2% by weight of dry red mud. 13 samples of varying lime and gypsum content by dry weight of red mud were prepared and tested for index and engineering properties. The unconfined compression strength samples were cured for 1, 3, and 7 days to study the effect of longstanding curing at room temperature. The CBR tests on unsoaked and soaked samples were carried out to understand the mechanism of lime and gypsum as stabilizing materials. Based on the experimental investigations it is found that addition of lime (up to 6%) to red mud increases the maximum dry density and decreases the optimum moisture content. The optimum mix was RM+6L+2GP which increase the unsoaked CBR by 302.36% and soaked CBR by 939.62%. For the same mix the increase in UCS for curing period 1, 3, and 7 day were 193.71%, 494.41%, and 668.05 % respectively. High strength can be achieved if longer curing period is allowed. The formation of C-S-H and C-A-H gel may be the reason for the higher strength of red mud specimen stabilized with lime and gypsum and red mud stabilized with lime." @default.
- W2510344595 created "2016-09-16" @default.
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- W2510344595 date "2016-08-08" @default.
- W2510344595 modified "2023-09-27" @default.
- W2510344595 title "Stabilization of Red Mud by Lime and Gypsum and Investigating Its Possible Use in Geoenvironmental Engineering" @default.
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- W2510344595 doi "https://doi.org/10.1061/9780784480144.097" @default.
- W2510344595 hasPublicationYear "2016" @default.
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