The use of calcium sulfo-aluminate cement as an alternative to Portland Cement for the recycling of municipal solid waste incineration bottom ash in mortar

Municipal solid waste incineration generates large quantities of bottom ash that should be recycled. Current use of municipal solid waste incineration bottom ash (MSWI-BA) in cementitious materials is mostly in Ordinary Portland Cement (OPC). This paper considers using MSWI-BA as sand substitution i...

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Veröffentlicht in:Waste management & research : the journal of the International Solid Wastes and Public Cleansing Association, ISWA. - 1991. - 38(2020), 8 vom: 01. Aug., Seite 868-875
1. Verfasser: Antoun, Marc (VerfasserIn)
Weitere Verfasser: Becquart, Frédéric, Gerges, Najib, Aouad, Georges
Format: Online-Aufsatz
Sprache:English
Veröffentlicht: 2020
Zugriff auf das übergeordnete Werk:Waste management & research : the journal of the International Solid Wastes and Public Cleansing Association, ISWA
Schlagworte:Journal Article Calcium Sulfoaluminate Cement Municipal solid waste incineration bottom ash Ordinary Portland Cement aggregate/sand compressive strength porosity Coal Ash Solid Waste Calcium SY7Q814VUP
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520 |a Municipal solid waste incineration generates large quantities of bottom ash that should be recycled. Current use of municipal solid waste incineration bottom ash (MSWI-BA) in cementitious materials is mostly in Ordinary Portland Cement (OPC). This paper considers using MSWI-BA as sand substitution in Calcium Sulfoaluminate Cement (CSA) as an alternative to OPC. A comparison between OPC and CSA mortars containing 0-2 mm MSWI-BA is conducted. The MSWI-BA used was treated to remove the ferrous and non-ferrous metals in order to obtain a better mineral fraction. Different percentages (0%, 25%, 50%, 75%, and 100%) of standard sand were substituted by MSWI-BA based on equivalent volume. Experimental results showed that the compressive strength and porosity of the CSA mortars were superior to OPC after substitution at 1, 7, 28, and 90 days. The compressive strength of OPC mortars with 25% substitution decreased by 40% compared to 11% for CSA mortars at 90 days. This is due to the difference in pH between the two cement pastes as OPC in contact with the MSWI-BA leads to a reaction with the aluminum content which releases hydrogen gas, increases the porosity, and decreases the compressive strength 
650 4 |a Journal Article 
650 4 |a Calcium Sulfoaluminate Cement 
650 4 |a Municipal solid waste incineration bottom ash 
650 4 |a Ordinary Portland Cement 
650 4 |a aggregate/sand 
650 4 |a compressive strength 
650 4 |a porosity 
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650 7 |a Solid Waste  |2 NLM 
650 7 |a Calcium  |2 NLM 
650 7 |a SY7Q814VUP  |2 NLM 
700 1 |a Becquart, Frédéric  |e verfasserin  |4 aut 
700 1 |a Gerges, Najib  |e verfasserin  |4 aut 
700 1 |a Aouad, Georges  |e verfasserin  |4 aut 
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