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Effects of calcium formate on early-age strength and microstructure of high-volume fly ash cement systems
- Source :
- Magazine of Concrete Research. 73:1283-1295
- Publication Year :
- 2021
- Publisher :
- Thomas Telford Ltd., 2021.
-
Abstract
- Replacement of Portland cement (PC) by fly ash (FA) is currently limited to 15–30% by mass, mainly due to low early age strength development of concrete. This research uses calcium formate (Ca(HCO2)2; CF) as an admixture to high-volume FA (HVFA) composites to improve its strength properties. HVFA represents 60–70% of cement replaced by FA and dosage of CF varies from 0.5% up to high dosage of 9% of cement content. Compressive strength, isothermal calorimetry, thermogravimetric analysis, X-ray diffraction and scanning electron microscopy were conducted to investigate the effects of CF on hydration and microstructural aspects. The results show that both HVFA pastes with 60% and 70% FA achieved the highest strength at the CF dosage of 3%. At the age of 28 days, adding 3% CF to HVFA mixes led to higher consumption of FA as well as higher formation of calcium hydroxide (Ca(OH)2), calcium silicate hydrates, calcium carbonate (CaCO3) and ettringite, which contribute to the increase of strength. The addition of very high dosages of CF at 9% increased the hydration of tricalcium aluminate but could hinder the hydration of tricalcium silicate in both PC and HVFA pastes with 60% and 70% FA.
- Subjects :
- Cement
Materials science
Metallurgy
0211 other engineering and technologies
020101 civil engineering
02 engineering and technology
Building and Construction
Calcium formate
Microstructure
Cement paste
0201 civil engineering
law.invention
chemistry.chemical_compound
Portland cement
Compressive strength
chemistry
Volume (thermodynamics)
law
Fly ash
021105 building & construction
General Materials Science
Civil and Structural Engineering
Subjects
Details
- ISSN :
- 1751763X and 00249831
- Volume :
- 73
- Database :
- OpenAIRE
- Journal :
- Magazine of Concrete Research
- Accession number :
- edsair.doi...........44c1f4fe3d4dc517163ec9926d5e6d48