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Utilization of sodium carbonate activator in strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC)
Open accessAbstract
In this study, strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC) was produced using Na 2 CO 3, Na 2 SiO 3 and their hybridization (1:1 in mole ratio) as alkaline activators. An ultra-high compressive strength was achieved for all the developed strain-hardening ultra-high-performance geopolymer concrete (i.e., over 130 MPa). Strain-hardening ultra-high-performance geopolymer concrete with hybrid Na 2 CO 3 and Na 2 SiO 3 activators showed the highest compressive strength (186.0 MPa), tensile strain capacity (0.44%), and tensile strength (11.9 MPa). It should be highlighted that very significant multiple cracking can be observed for all the strain-hardening ultra-high-performance geopolymer concrete even at a very low tensile strain level (e.g., 0.1%). According to the reaction heat, microstructures, and chemical composition analyses, strain-hardening ultra-high-performance geopolymer concrete with hybrid activators had the highest reaction degree, while that of Na 2 CO 3-based strain-hardening ultra-high-performance geopolymer concrete was the lowest. It was found that the Na 2 CO 3-based strain-hardening ultra-high-performance geopolymer concrete showed the best sustainability, and the strain-hardening ultra-high-performance geopolymer concrete with hybrid Na 2 SiO 3 and Na 2 CO 3 presented the best overall performance (considering the mechanical performance, energy consumption, environmental impact, and economical potential). The findings of this work provide useful knowledge for improving the sustainability and economic potential of strain-hardening ultra-high-performance geopolymer concrete materials.
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Carbonate Chemistry for Sequestering Fossil Carbon
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Ganesan, Y., & Panruti Thangaraj, R. (2026) · Periodica Polytechnica Civil Engineering · doi:10.3311/ppci.41876 · Cited by 2
“A solution that helps reduce these difficulties is the com - bination of Na 2 CO 3 and Na 2 SiO 3 due to the formation of a denser and more refined microstructure [4].”
Metadata
- Authors
- Lao, J.-C., Xu, L.-Y., Huang, B.-T., Zhu, J.-X., Khan, M., & Dai, J.-G.
- Affiliations
- Hong Kong Polytechnic University (HK)
- Corresponding author
- Huang, Bo-Tao
- Dai, Jian-Guo
- Venue
- Frontiers in Materials
- Publisher
- Frontiers Media SA
- Published
- 2023-02-06
- Volume
- 10
- ISSN
- 2296-8016 (ISSN-L)
- OpenAlex
- W4319321228
- Cited by
- 86
- References
- 1
- Citations by year
- 2026: 19 · 2025: 20 · 2024: 19 · 2023: 28
- FWCI
- 10.05
- Type
- journal article
- Language
- en
- Open access
- gold
- doi.org
- Licence
- Locations
- Frontiers in Materials (publishedVersion, cc-by)
- PolyU Institutional Research Archive (Hong Kong Polytechnic University) (submittedVersion, cc-by)
- DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion, cc-by-sa)
- Funders
- Hong Kong Polytechnic University (T22-502/18-R)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Concrete and Cement Materials Research
- Physical Sciences › Engineering › Civil and Structural Engineering › Innovative concrete reinforcement materials
- Physical Sciences › Environmental Science › Environmental Engineering › Microbial Applications in Construction Materials
- Keywords
- sodium carbonate activator, sodium silicate activator, compressive strength, tensile strength, tensile strain capacity, multiple cracking, degree of reaction, heat of reaction, microstructure, sustainability, energy consumption, environmental impact, economic potential
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- Lao, J.-C., Xu, L.-Y., Huang, B.-T., Zhu, J.-X., Khan, M., & Dai, J.-G. (2023). Utilization of sodium carbonate activator in strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC). Frontiers in Materials. https://doi.org/10.3389/fmats.2023.1142237