2020
DOI: 10.1016/j.mtcomm.2020.100930
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Use of sludge ash from drinking water treatment plant in hydraulic mortars

Abstract: The present study investigated the use of sludge ash from water treatment plants as supplementary cementing material, elaborating hydraulic mortars with different levels of cement replacement by sludge ash (10 wt% and 30 wt%) and different temperatures of calcination (600°C and 800°C). Characterization of sludge ash and mortars includes XRF, XRD, particle size distribution by laser diffraction, compressive strength, and SEM-EDS. The results show that SiO 2 , Al 2 O 3, and Fe 2 O 3 compose 90 % of the sludge as… Show more

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Cited by 20 publications
(8 citation statements)
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“…The results showed that the mortar sample's compressive strength was improved when no more than 15% of the cement was replaced with alum sludge ash (ASA). Also, Bohórquez González et al (2020) showed a comparable 28-day compressive strength to reference samples when 10% ASA was used to replace cement. On the other hand, Wang et al (2018) added alum sludge as a sand replacement in a cement-based material, and the results exhibited that the sludge addition resulted in a long setting time and low compressive strength.…”
Section: Introductionmentioning
confidence: 82%
“…The results showed that the mortar sample's compressive strength was improved when no more than 15% of the cement was replaced with alum sludge ash (ASA). Also, Bohórquez González et al (2020) showed a comparable 28-day compressive strength to reference samples when 10% ASA was used to replace cement. On the other hand, Wang et al (2018) added alum sludge as a sand replacement in a cement-based material, and the results exhibited that the sludge addition resulted in a long setting time and low compressive strength.…”
Section: Introductionmentioning
confidence: 82%
“…Es viable utilizar el concreto con un 15% de reemplazo de lodo aluminoso y concuerda con los reportados por Liu et al, (2020) y Bohórquez et al, (2020) quienes evidencian un aumento en la resistencia a la compresión hasta porcentajes de lodo aluminoso de (5 y 15%) de la misma manera evidenciaron una disminución en la resistencia a la compresión para los porcentajes más alto. Los porcentajes de adición del 15% presentaron los valores máximos de resistencia a la compresión, superando los valores del concreto de referencia (100% de cemento); contrario a las demás adiciones donde tiende a disminuir.…”
Section: Discussionunclassified
“…Resistencia a la comprensión (kg / cm 2 ) Referencias 5,10 0.48-51.40 (Fontes et al, 2016) 5,10 5.00-20.00 (De Carvalho et al, 2019) 10,30 16.20-28.42 (Bohórquez et al, 2020) 20,30,40,70 49.30 -87.11 (Cremades et al,2018 5,15,20 4.10-6.43 (Fuentes et al,2019) 20,30,40,50 19.90 -22.60 (Danish et al,2020) 5,10,15,20 4.13 -48.69 (Liu et al,2020 10,20,30 0.15 -0.31 (Rebolledo y Restrepo 2019) 5,10,15,20 83.00 -248.30 (Rabie 2016) 5,10,20 35.20-76.40 (Ahmad et al, 2018 En la Tabla 6 se evidencia los porcentajes del 10% cumplen con la norma para su uso como material de construcción no estructural y estructural ASTM-C129 y ASTM-C90; según las investigaciones realizadas por Fontes et al, (2016), Danish et al, (2020), y Rebolledo y Restrepo (2019), se recomienda tener en cuenta este porcentaje en futuras investigaciones para revisar si es posible obtener mejores resultados en la resistencia a la compresión y maximizar las demás propiedades.…”
Section: Porcentaje De Adición (%)unclassified
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“…The use of construction materials, for example; wood, cement, fine and coarse aggregate based on the raw material that nature provides, have been produce environmental problems in the world. Consequently, it is important to develop in the area of construction new materials sustainability that have the ability to offer performance compared to appearance, structural properties and durability [37], [38], [39], [40].…”
Section: B Green Innovation Applications In the Construction Industrymentioning
confidence: 99%