Experimental Study on the Partial Replacement of Fine Aggregates with Copper Slag and Spent Fire Bricks with Addition of Coconut Fiber

Abstract

Abstract: Nowadays, there's associate increasing curiosity within the development of eco-friendly materials. There are number of new by products and waste materials are generated by various industries on a large scale. Concrete prepared with such recycled materials showed enhancement in workability and durability compared to normal concrete and used in the construction of power plants, chemical plants and under-water structures. CS is manufacturing by-product substance formed from the process of manufacturing copper. Bricks come in a variety of varieties because they are a widely used material. Brick aggregate levels are relatively low, and concrete produces excellent results. So it will be better option to use it as substitute or as a recycled material to prevent environment and land degradation, overcoming problem is indeed a need of present time and future also. The extant of destruction can be reduced if sustainability criteria would be considered. The objective of the investigation is to study mechanical properties of concrete, using copper slag, spent fire bricks with addition of coconut fiber percentages compared with the conventional concrete, hence determined the compressive strength, spilt tensile strength and Flexural strength of concrete. All Destructive tests are performed on concrete to check the strength and durability of this concrete at respective as per specified IS Codes. The result shows that concrete workability is fine and within limits after replacing fine aggregates with copper slag, spent fire bricks with addition of coconut fiber. However, workability gets reduced at higher replacement of materials. The strength parameters such as compressive strength, flexural strength, and split tensile strength also increase and show an optimum value at 21&21% fine aggregates replacement and 1.5% Addition of coconut fibers respectively. Test results are satisfactory up to 21&21% and 1.5% replacement. After this, there is a decrease in the strength of concrete.