Investigation of properties of SCC with perlite as a partial replacement of coarse and fine aggregate

Abstract Self-compacted concrete, is an extremely flowable concrete that can spread readily into formwork without any void and solidify without showing signs of bleeding or segregation when there is no vibration. The effects of using Perlite material as a partial replacement of aggregate on the fresh and hardened characteristics of self-compacting concrete have been examined in this study. Perlite material, is alumino-siliceous amorphous volcanic material that occurs naturally and is derived from crude perlite rock is utilized in construction Its high porosity and low density make it a great option for a lightweight mineral filler in a variety of applications. In order to do this, the mixing procedures maintained at constant ratio of water to cement and super plasticizer, and perlite was substituted at varying volume percentage (20, 40, and 50) %. Concrete’s flow ability, passage ability, and resistance to separation were examined using performance tests such the V- funnel, Slump flow, L- box tests and Segregation Index. The findings revealed that when perlite was substituted for coarse aggregate and fine aggregate in the observe concrete, the workability reduced. This study has looked into the mechanical characteristics of hard self-compacting concrete as well. For this reason, a series of tests were conducted, including ones measuring thermal conductivity and density at 28 days. compressive, splitting, and flexural strength at ages 7, 28, and 56 days. By increasing the percentage of perlite the values of (compressive strength, flexural strength and splitting tensile strength) decreased significantly compared with reference mixture (0% perlite replacement). The highest decreased was at 50% perlite replacement of aggregate.