Synergistic effects of quaternary supplementary cementitious blends in high-performance self-compacting concrete

This study examines the potential of high-volume Supplementary Cementitious Materials (SCMs) in advancing sustainable, low-cost, low-carbon Self-Compacting Concrete (SCC) through a quaternary binder design. Ground Granulated Blast Furnace Slag (GGBFS), Class F Fly Ash (FA), and Silica Fume (SF) were incorporated as partial replacements for Ordinary Portland Cement (OPC) to formulate Quaternary Blended Self-Compacting Concrete (QBSCC). Twenty-eight mixes were developed, including one control and twenty-seven quaternary blends, at a constant water-to-binder ratio of 0.4. The SCMs substitution ranged from 42.5% to 77.5%, with GGBFS serving as the dominant component. Rheological compatibility of the quaternary binder composition and superplasticizer dosage was assessed using mini-slump and Marsh cone tests. Fresh-state properties of QBSCC were evaluated through slump flow, L-box, V-funnel, and J-ring tests. Mechanical performance was characterized by compressive, split tensile, and flexural strength tests, and durability was assessed using Rapid Chloride Permeability and electrical resistivity methods. Economic and environmental impacts were quantified via cost analysis and carbon footprint assessment. The results demonstrate that all QBSCC mixtures exhibited superior flowability compared to the reference mix. Compressive strength improved modestly (1– 4%) at 28 days for mixes with 42.5–50% SCMs replacement and more substantially (up to 7%) at 56 days for 42.5–57.5% replacements. Enhancements in tensile and flexural strength followed similar trends. Durability was significantly improved, evidenced by reduced chloride permeability and elevated resistivity. Additionally, QBSCC achieved cost savings of 18– 43% and carbon emission reductions of 38–70%. These outcomes highlight the efficacy of quaternary SCMs systems in producing high-performance, low-carbon SCC with demonstrable technical, economic, and environmental advantages.

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Publication Details

Journal
Journal of Building Pathology and Rehabilitation
Published
2026-02-03
DOI
https://doi.org/10.1007/s41024-026-00779-w
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Synergistic effects of quaternary supplementary cementitious blends in high-performance self-compacting concrete

Shreekanth Birgonda, R. Senthilkumar, Sanjeev Kumar
Journal of Building Pathology and Rehabilitation
Concrete and Cement Materials Research
article

Synergistic effects of quaternary supplementary cementitious blends in high-performance self-compacting concrete

Shreekanth Birgonda, R. Senthilkumar, Sanjeev Kumar
article en

Abstract

This study examines the potential of high-volume Supplementary Cementitious Materials (SCMs) in advancing sustainable, low-cost, low-carbon Self-Compacting Concrete (SCC) through a quaternary binder design. Ground Granulated Blast Furnace Slag (GGBFS), Class F Fly Ash (FA), and Silica Fume (SF) were incorporated as partial replacements for Ordinary Portland Cement (OPC) to formulate Quaternary Blended Self-Compacting Concrete (QBSCC). Twenty-eight mixes were developed, including one control and twenty-seven quaternary blends, at a constant water-to-binder ratio of 0.4. The SCMs substitution ranged from 42.5% to 77.5%, with GGBFS serving as the dominant component. Rheological compatibility of the quaternary binder composition and superplasticizer dosage was assessed using mini-slump and Marsh cone tests. Fresh-state properties of QBSCC were evaluated through slump flow, L-box, V-funnel, and J-ring tests. Mechanical performance was characterized by compressive, split tensile, and flexural strength tests, and durability was assessed using Rapid Chloride Permeability and electrical resistivity methods. Economic and environmental impacts were quantified via cost analysis and carbon footprint assessment. The results demonstrate that all QBSCC mixtures exhibited superior flowability compared to the reference mix. Compressive strength improved modestly (1– 4%) at 28 days for mixes with 42.5–50% SCMs replacement and more substantially (up to 7%) at 56 days for 42.5–57.5% replacements. Enhancements in tensile and flexural strength followed similar trends. Durability was significantly improved, evidenced by reduced chloride permeability and elevated resistivity. Additionally, QBSCC achieved cost savings of 18– 43% and carbon emission reductions of 38–70%. These outcomes highlight the efficacy of quaternary SCMs systems in producing high-performance, low-carbon SCC with demonstrable technical, economic, and environmental advantages.

Journal of Building Pathology and RehabilitationVol. 11(2)
Norfolk State University (US), National Institute of Technology Tiruchirappalli (IN)
Responsible consumption and production
Openalex Percentile: Top 70%
Concrete and Cement Materials Research
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