2021
DOI: 10.1016/j.clema.2021.100012
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Utilization of Cordia Africana wood sawdust ash as partial cement replacement in C 25 concrete

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Cited by 22 publications
(6 citation statements)
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“…Regarding the measured expansion, all pastes manufactured with by-products as SCMs indicated values similar to those of Type IV cement, ranging between 1 mm and 2 mm. These increases in the setting time and slight expansions, attributed to the addition of biomass combustion ash [43,74,[81][82][83] and CDW powdered material [43,[84][85][86], have been reported in the literature and align with the results obtained in the laboratory in this study.…”
Section: Setting Time and Volumetric Expansionsupporting
confidence: 91%
“…Regarding the measured expansion, all pastes manufactured with by-products as SCMs indicated values similar to those of Type IV cement, ranging between 1 mm and 2 mm. These increases in the setting time and slight expansions, attributed to the addition of biomass combustion ash [43,74,[81][82][83] and CDW powdered material [43,[84][85][86], have been reported in the literature and align with the results obtained in the laboratory in this study.…”
Section: Setting Time and Volumetric Expansionsupporting
confidence: 91%
“…The decrease in compressive strength with an increase in agro-waste content can be attributed due to the water absorption by RHA [8,19], SD, and CNS [17]. The decrease in compressive strength with the increase in agro-waste beyond 10% was also observed by previous researchers [8,17,19,20].…”
Section: Compressive Strength Testsupporting
confidence: 75%
“…This finding suggests that the workability of FM mixtures diminishes as the proportion of SDA increases, and that this condition becomes more pronounced with higher levels of cement replacement. A previous study on C25 concrete indicated a decrease in the workability of the mixtures when there was a partial replacement of cement with wood sawdust ash [40]. The decline in workability can be attributed to the hygroscopic nature of the substance, resulting in a fast uptake of moisture from the base mix [58].…”
Section: Workabilitymentioning
confidence: 95%
“…The experiment was conducted on the concrete surface area that was in direct contact with water, as illustrated in Figure 4c. Subsequently, the FM specimens were extracted from the container and assessed for mass gain at various time intervals (10,20,30,40,50, and 60 min) by weighing them. We computed the volume of water ingested by dividing the mass gained by the nominal surface area of the specimen and by the density of water.…”
Section: Transport Propertiesmentioning
confidence: 99%
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