Materials· 2026Q2
Effects of Combined MSWI Flue Gas Treatment Residues, Fly Ash and Boiler Dust on the Properties of Cement Mortars
- 0citations
- Q2SCImago
- 2026year
Short summary
Incorporating hazardous municipal solid waste incineration (MSWI) residues as partial substitutes for sand (MSWI-SW/FA) and cement (MSWI-BD) in cement mortars maintained mechanical properties at low replacement levels, with one mixture showing only a 3.20% compressive strength loss after 25 freeze-thaw cycles.
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Key points
- Hazardous MSWI residues (MSWI-SW/FA and MSWI-BD) were used as partial replacements for sand and cement in cement mortars.
- Mortars with low replacement levels of MSWI residues maintained mechanical properties close to reference mortars.
- A mixture with both residues reached 50.68 MPa compressive strength and 9.01 MPa flexural strength after 28 days.
- MSWI-SW/FA improved freeze-thaw resistance, with one mixture showing only 3.20% compressive strength loss after 25 cycles.
AI-generated from the title and abstract; the full text is not read.
Abstract
This study evaluated the feasibility of using two hazardous residue streams from municipal solid waste incineration (MSWI) as partial substitutes for conventional constituents of cement mortars. A mixture of solid residues from flue gas treatment and fly ash (MSWI-SW/FA; 19 01 07* and 19 01 13*) was used as a partial replacement for natural sand, whereas boiler dust containing hazardous substances (MSWI-BD; 19 01 15*) was used as a partial cement replacement. The residues were incorporated separately and simultaneously at different replacement levels. Mortar consistency, compressive and flexural strength after 7 and 28 days, water absorption, freeze–thaw resistance, and microstructure were evaluated. At low replacement levels, mechanical properties remained close to those of the reference mortar. After 28 days, the best mixture containing both residues reached compressive and flexural strengths of 50.68 and 9.01 MPa, compared with 52.23 and 9.36 MPa for the reference mortar. Increasing MSWI-BD content reduced strength and increased water absorption, whereas MSWI-SW/FA improved freeze–thaw resistance. The most favorable freeze–thaw performance was obtained for MIX 2.93/17.07, with only a 3.20% reduction in compressive strength after 25 cycles. Mortar performance depended strongly on residue type, replacement level, and relative proportion.
The authors' abstract, as published at the source. Materials, 2026 · DOI ↗
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Field: Building and Construction
Building and ConstructionEngineering