2017
DOI: 10.1016/j.conbuildmat.2017.09.091
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Enhancement of strength of coal fly ash–carbide lime blends through chemical and mechanical activation

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Cited by 14 publications
(2 citation statements)
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“…From previous studies, it reveals that the strength of stabilized soil is mainly governed by the amount of stabilizing agent and the porosity of the mixture. [50][51][52] Fig. 7(a)-(e) present the variations between UCS and the voids/lime ratio for lime stabilized loess with various curing time.…”
Section: Effect Of Void/lime Ratio On the Ucsmentioning
confidence: 99%
“…From previous studies, it reveals that the strength of stabilized soil is mainly governed by the amount of stabilizing agent and the porosity of the mixture. [50][51][52] Fig. 7(a)-(e) present the variations between UCS and the voids/lime ratio for lime stabilized loess with various curing time.…”
Section: Effect Of Void/lime Ratio On the Ucsmentioning
confidence: 99%
“…Coal fly ash and carbide lime can be used for the preparation of building materials, but concrete prepared from recycled materials needs a lengthy curing period to achieve the prescribed compressive strength at ambient temperatures. Consoli et al (2017) studied the impact of the addition of NaCl on FA-carbide lime blends. The cured blends were tested, and the results showed three times the unconfined compressive strength with an addition of 1.0% NaCl or grinding FA compared to without NaCl addition.…”
mentioning
confidence: 99%