Eco-optimized ternary mortars incorporating industrial waste: Mechanical performance, statistical, microstructure, and life cycle impact

This study investigates the formulation of high-performance, low-carbon mortars by partially substituting 30 % of Portland cement with a ternary combination of blast furnace slag (BFS), brick waste powder (BWP), and marble waste powder (MWP). Ten mortar compositions were developed using a statistical mixture design to evaluate the influence of industrial by-products on mechanical properties, microstructure, and environmental performance. Results indicate that formulations containing 33–66 % BFS and 33–50 % BWP achieved significant improvements in long-term strength, with compressive strength increasing from 17.5 to 55.1 MPa and flexural strength from 7.52 to 12.6 MPa at 180 days. A maximum density of 2.33 g/cm³ was observed, indicating enhanced matrix densification and binder hydration. SEM-EDX analysis confirmed reduced porosity and synergistic pozzolanic interaction, primarily attributed to BFS reactivity and the filler role of BWP. Predictive models derived from the ternary mixture design exhibited high accuracy (R² = 0.95–0.99), enabling efficient mix optimization. The optimal formulation, comprising 63 % BWP and 37 % BFS, exhibited superior mechanical and environmental performance, while MWP was excluded due to its limited reactivity. At 180 days, the compressive strength of other mixes, including M3 (66.7 % BFS, 16.7 % BWP, and 16.7 % MWP), M5 (33.3 % BFS, BWP, and MWP), and M6 (63 % BWP and 37 % BFS), also surpassed 50 MPa, demonstrating the synergistic effect of BFS and BWP. Microstructural analysis revealed that BWP acted both as a reactive aluminosilicate and a micro-filler, while MWP behaved as an inert filler. Ternary contour plots showed stable strength plateaus, indicating robustness to mix proportion variations. Life Cycle Assessment (LCA) and cost analysis showed that formulations with BFS and BWP reduced CO₂ emissions by up to 35 % and energy consumption by 30 %, while remaining cost-effective. This research establishes an integrated framework combining materials science, statistical modelling, and life cycle analysis that supports the adoption of circular economy strategies in the construction sector. • A ternary blend of BFS, BWP, and MWP substitutes 30 % of cement in mortar compositions. • Mixtures containing 33–66 % BFS and 33–50 % BWP attain a compressive strength of up to 55.1 MPa at 180 days. • Ternary mixture design facilitates precise strength forecasting and optimization (R² ≥ 0.95). • SEM-EDX analyses validate matrix densification by pozzolanic synergy. • LCA indicates potential reductions of up to 86 % in CO₂ emissions and 70 % in energy compared to traditional mortars.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-11-05
DOI
https://doi.org/10.1016/j.cscm.2025.e05514
Citations
4
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
3.81
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article

Eco-optimized ternary mortars incorporating industrial waste: Mechanical performance, statistical, microstructure, and life cycle impact

Mostefa Hani, Mohamed Sahraoui, Ahmed Belaadi, Messaouda Boumaaza et al.
4 citations
Case Studies in Construction Materials
Concrete and Cement Materials Research
3.81
article

Eco-optimized ternary mortars incorporating industrial waste: Mechanical performance, statistical, microstructure, and life cycle impact

Mostefa Hani, Mohamed Sahraoui, Ahmed Belaadi, Messaouda Boumaaza, Djamel Ghernaout, Ibrahim M.H. Alshaikh, Yazid Chetbani, Sarra Mezaouri, Ibrahim Messaoudene, Boubakeur Khalfaoui, Rachid Alouani
article en
4 citations

Abstract

This study investigates the formulation of high-performance, low-carbon mortars by partially substituting 30 % of Portland cement with a ternary combination of blast furnace slag (BFS), brick waste powder (BWP), and marble waste powder (MWP). Ten mortar compositions were developed using a statistical mixture design to evaluate the influence of industrial by-products on mechanical properties, microstructure, and environmental performance. Results indicate that formulations containing 33–66 % BFS and 33–50 % BWP achieved significant improvements in long-term strength, with compressive strength increasing from 17.5 to 55.1 MPa and flexural strength from 7.52 to 12.6 MPa at 180 days. A maximum density of 2.33 g/cm³ was observed, indicating enhanced matrix densification and binder hydration. SEM-EDX analysis confirmed reduced porosity and synergistic pozzolanic interaction, primarily attributed to BFS reactivity and the filler role of BWP. Predictive models derived from the ternary mixture design exhibited high accuracy (R² = 0.95–0.99), enabling efficient mix optimization. The optimal formulation, comprising 63 % BWP and 37 % BFS, exhibited superior mechanical and environmental performance, while MWP was excluded due to its limited reactivity. At 180 days, the compressive strength of other mixes, including M3 (66.7 % BFS, 16.7 % BWP, and 16.7 % MWP), M5 (33.3 % BFS, BWP, and MWP), and M6 (63 % BWP and 37 % BFS), also surpassed 50 MPa, demonstrating the synergistic effect of BFS and BWP. Microstructural analysis revealed that BWP acted both as a reactive aluminosilicate and a micro-filler, while MWP behaved as an inert filler. Ternary contour plots showed stable strength plateaus, indicating robustness to mix proportion variations. Life Cycle Assessment (LCA) and cost analysis showed that formulations with BFS and BWP reduced CO₂ emissions by up to 35 % and energy consumption by 30 %, while remaining cost-effective. This research establishes an integrated framework combining materials science, statistical modelling, and life cycle analysis that supports the adoption of circular economy strategies in the construction sector. • A ternary blend of BFS, BWP, and MWP substitutes 30 % of cement in mortar compositions. • Mixtures containing 33–66 % BFS and 33–50 % BWP attain a compressive strength of up to 55.1 MPa at 180 days. • Ternary mixture design facilitates precise strength forecasting and optimization (R² ≥ 0.95). • SEM-EDX analyses validate matrix densification by pozzolanic synergy. • LCA indicates potential reductions of up to 86 % in CO₂ emissions and 70 % in energy compared to traditional mortars.

Case Studies in Construction MaterialsVol. 23
University of Jijel (DZ), University of Science and Technology (YE), University of Ha'il (SA), Eskisehir Technical University (TR), Centre de Recherche sur l'Information Scientifique et Technique (DZ), University of Guelma (DZ), University Mohamed El Bachir El Ibrahimi of Bordj Bou Arreridj (DZ), University Mohamed Boudiaf of M'sila (DZ), Université de ain Témouchent (DZ), University of Blida (DZ), University of Skikda (DZ)
Openalex Percentile: Top 7%
Concrete and Cement Materials Research
3.81
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