Mechanical Properties of Self-Compacting Concrete with Mineral Admixture and Crimped Steel Fiber

Abstract

This study paper we have a tendency to present the experimental results of a study on large- scale confined selfcompacting concrete columns; this survey is a component of a large programme concerning the behavior of self-compacting concrete and therefore the structural effects thanks to its utilization. The examined variables have enclosed concrete kind SCC. SCC is principally used once a good fluidity is requested (for example high steel reinforcement proportion. The results show that once a SCC is employed rather than high flowability concrete, each the fabric and therefore the structural behavior square measure on the average similar; often a larger scatter of the experimental quantities distinguishes the results of the tests on SCC members. We have a tendency to conjointly work on completely different methodology like, Steel fiber. Slump Test, Vfunnel take a look at, L-Box Test, J-Ring take a look at, Self Compacted Concrete, Short Column. The goal that expected from the paper is to compile the recent innovations in SCC, study their impact on the properties of SCC and establish a world benchmarking for additional analysis work in this regard.