Durability study on coal fly ash-blast furnace slag geopolymer concretes with bio-additives. Issue 15 (15th October 2017)

• Record Type: Journal Article
• Authors: Karthik, A.; Sudalaimani, K.; Vijayakumar, C.T.
• Is Part Of: Ceramics international. Volume 43:Issue 15(2017)
• Page Start: 11935
• Page End: 11943
• Publication Date: 2017-10-15
• Subjects: Durability -- Bio-additives -- Geopolymer; Ceramics -- Periodicals; Céramique industrielle -- Périodiques; Ceramics; Periodicals; Electronic journals; 666
• DOI: 10.1016/j.ceramint.2017.06.042
• Languages: English
• ISSNs: 0272-8842

Abstract

Abstract: The objective of this research was to understand the positive impact of bio-additives such as Terminalia chebula and natural sugars (molasses/palm jaggery/honey) on the durability properties of coal fly ash-blast furnace slag (BFS) based geopolymer concrete under various chemical attacks. Various tests had been conducted by immersing specimens in 5% sulfuric acid, 5% sodium sulfate and 5% sodium chloride solution for different duration of 7, 14, 28, 56 and 90 days to determine the resistance of bio-additives added geopolymer concrete against chemical attacks. The durability was also related by mercury intrusion porosimetry to find out the porosity and pore size distribution. After 90 days of immersion, test results confirmed that bio-additives inclusion in coal fly ash-blast furnace slag based geopolymer concrete had undergone weight loss and compressive strength loss in the range of 2.82–3.91%, 9.67–12.05% under sulfuric acid attack, 0.38–0.68%, 2.15–2.95% under sodium sulfate attack and 0.28–0.51%, 0.83–1.33% under sodium chloride attack respectively. However in control ordinary geopolymer specimen, the weight loss and compressive strength loss was 13.97%, 33.57% under sulfuric acid attack, 1.64%, 6.45% under sodium sulfate attack and 0.86%, 2.05% under sodium chloride attack was observed. This led to the conclusion that bio-additives added geopolymer concretes had enhanced durability properties when compared to control ordinary geopolymer concrete examined in this study.