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Utilization of a PFA-GGBS-Based Precursor in Geopolymer Concrete Production as a Sustainable Substitute for Conventional Concrete
Open accessAbstract
Awareness of environmental sustainability is driving the shift from conventional Portland cement, a major contributor to carbon dioxide emissions, to more sustainable alternatives. This study focuses on developing a geopolymer concrete by optimizing geopolymer concrete mixtures with various ratios of Ground Granulated Blast Furnace Slag (GGBS) and pulverized fly ash (PFA) as precursors, aiming to find a mix that maximizes strength while minimizing environmental impacts. The precursor was activated using a laboratory-synthesized silica fume (SF)-derived sodium silicate solution in combination with NaOH at a molarity of 10M. This study aims to find the optimal geopolymer concrete mix with a 0.55 water-to-binder ratio, a 0.40 alkali-to-precursor ratio, and a 1:1 sodium silicate to sodium hydroxide ratio. Ordinary Portland cement was used as the control mix binder (C), while the geopolymer mixes included varying GGBS-PFA compositions [CL0 (50% GGBS—50% PFA), CL1 (60% GGBS—40% PFA), CL2 (70% GGBS—30% PFA), CL3 (80% GGBS—20% PFA), and CL4 (90% GGBS—10% PFA)]. The engineering performance of the mixtures was assessed using slump, unconfined compressive strength, split tensile, and flexural strength tests in accordance with their relevant standards. Observations showed that GPC specimens exhibited similar or slightly higher strength values than conventional concrete using PC. In addition to strength, geopolymers have a smaller environmental footprint, consuming less energy and reducing greenhouse gas emissions. These qualities make geopolymer concrete a sustainable construction option that aligns with global efforts to reduce carbon emissions and conserve resources.
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Cited by
Sorted by citations
Ganesan, Y., & Panruti Thangaraj, R. (2026) · Periodica Polytechnica Civil Engineering · doi:10.3311/ppci.41876 · Cited by 2
“Over 28 days, the compressive strengths of 45.8 MPa in FA-based mixtures that were ambient-cured by utiliz - ing sodium hydroxide–sodium silicate (NaOH–Na 2 SiO 3 ) were attained [3].”
Influential
Metadata
- Authors
- Oti, J., Adeleke, B. O., Casabuena, L. R., Kinuthia, J. M., & Sule, S.
- Affiliations
- University of South Wales (GB)
- University of Port Harcourt (NG)
- Corresponding author
- Adeleke, Blessing O.
- Venue
- Materials
- Publisher
- MDPI AG
- Published
- 2025-03-16
- Volume
- 18
- Issue
- 6
- Pages
- 1309
- ISSN
- 1996-1944 (ISSN-L)
- PMC
- PMC11943638
- OpenAlex
- W4408533860
- Cited by
- 19
- References
- 0
- Citations by year
- 2026: 11 · 2025: 8
- FWCI
- 6.89
- Type
- journal article
- Language
- en
- Open access
- gold
- doi.org
- Licence
- Locations
- Materials (publishedVersion, cc-by)
- PubMed Central (publishedVersion, cc-by)
- PubMed (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Concrete and Cement Materials Research
- Physical Sciences › Environmental Science › Environmental Engineering › Microbial Applications in Construction Materials
- Physical Sciences › Engineering › Building and Construction › Materials Engineering and Processing
- Keywords
- geopolymer concrete, ground granulated blast furnace slag, pulverized fly ash, sodium silicate activation, sodium hydroxide, cement replacement, compressive strength, splitting tensile strength, flexural strength, slump, water-to-binder ratio, CO2 emission reduction, sustainable construction materials
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