4.7 Article

Strength and durability characteristics of steel fiber-reinforced geopolymer concrete with addition of waste materials

Journal

ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH
Volume 30, Issue 44, Pages 99026-99035

Publisher

SPRINGER HEIDELBERG
DOI: 10.1007/s11356-022-22360-x

Keywords

Concrete; Fly ash; Nano silica; Micro silica; Granite waste; Compressive strength; Flexural strength

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Ordinary Portland cement concrete is widely used in construction worldwide, but its manufacturing process produces a significant amount of CO2 emissions and pollution. To address this issue, researchers have developed geopolymer concrete, which has higher strength compared to traditional concrete. Geopolymer concrete shows promising performance in various tests and could potentially reduce the environmental impact of construction.
In general, all countries in the world use ordinary Portland cement concrete for the construction purpose; this ordinary Portland cement (OPC) gives good mechanical properties and durability to the buildings. The binder cement and the filler aggregate are the ingredients widely used in the process of concrete. Natural resources are used to extract both filler and binder elements. In India, the fast-growing sectors like infrastructure, smart cities development, and real estate consume concrete in large quantity. Also, India is the second largest cement manufacturer in the world. The need of cement is increasing day to day, even though the country is manufacturing the cement more than the required demand. In an average, the cement manufacturing industries produce 6% of CO2; for example, if industries produce 1 tonne of cement, they also emit 1 tonne of CO2. This brings us environment changes and produces more pollution to the country. To handle this situation, after many research, geopolymer concrete has been developed. Geopolymer concrete (GC) is all about mixing of source materials to the alkaline solution. Fly ash (FA) that is collected from the power plant is used in GC. The FA-based GC gives more strength when compared to the normal OPC concrete. Under ambient and steam curing, the compression, flexural strength, and tensile strength of FAGC and steel-reinforced geopolymer (SFGC) were tested and results were compared with normal concrete. FAGC mix proportions were studied under different ratios for sodium hydroxide and sodium silicate with 10 M. When compared with normal cement, the strength given by FAGC achieved good strength under ambient temperature. FAGC was further tested for the acid, sulfate, water absorption, and sorptivity test and compared with OPC concrete.

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