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Engineering Properties of Bentonite Stabilized with Lime and Phosphogypsum
Engineering properties such as compaction, unconfined compressive strength, consistency limits, percentage swell, free swell index, the California bearing ratio and the consolidation of bentonite stabilized with lime and phosphogypsum are presented in this paper. The content of the lime and phosphogypsum varied from 0 to 10%. The results reveal that the dry unit weight and optimum moisture content of bentonite + 8% lime increased with the addition of 8% phosphogypsum. The percentage of swell increased and the free swell index decreased with the addition of 8% phosphogypsum to the bentonite + 8% lime mix. The unconfined compressive strength of the bentonite + 8% lime increased with the addition of 8% phosphogypsum as well as an increase in the curing period up to 14 days. The liquid limit and plastic limit of the bentonite + 8% lime increased, whereas the plasticity index remained constant with the addition of 8% phosphogypsum. The California bearing ratio, modulus of subgrade reaction, and secant modulus increased for the bentonite stabilized with lime and phosphogypsum. The coefficient of the consolidation of the bentonite increased with the addition of 8% lime and no change with the addition of 8% phosphogypsum.
Engineering Properties of Bentonite Stabilized with Lime and Phosphogypsum
Engineering properties such as compaction, unconfined compressive strength, consistency limits, percentage swell, free swell index, the California bearing ratio and the consolidation of bentonite stabilized with lime and phosphogypsum are presented in this paper. The content of the lime and phosphogypsum varied from 0 to 10%. The results reveal that the dry unit weight and optimum moisture content of bentonite + 8% lime increased with the addition of 8% phosphogypsum. The percentage of swell increased and the free swell index decreased with the addition of 8% phosphogypsum to the bentonite + 8% lime mix. The unconfined compressive strength of the bentonite + 8% lime increased with the addition of 8% phosphogypsum as well as an increase in the curing period up to 14 days. The liquid limit and plastic limit of the bentonite + 8% lime increased, whereas the plasticity index remained constant with the addition of 8% phosphogypsum. The California bearing ratio, modulus of subgrade reaction, and secant modulus increased for the bentonite stabilized with lime and phosphogypsum. The coefficient of the consolidation of the bentonite increased with the addition of 8% lime and no change with the addition of 8% phosphogypsum.
Engineering Properties of Bentonite Stabilized with Lime and Phosphogypsum
Kumar, Sujeet (author) / Dutta, Rakesh Kumar (author) / Mohanty, Bijayananda (author)
Slovak Journal of Civil Engineering ; 22 ; 35-44
2014
10 Seiten, 33 Quellen
Article (Journal)
English
Engineering Properties of Bentonite Stabilized with Lime and Phosphogypsum
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