Behavior of Self-Compacting Concrete Using Using Pozzolanic Materials
Journal Title: IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) - Year 2018, Vol 15, Issue 1
Abstract
Self-Compacting Concrete (SCC) is a type of concrete that has the capacity to consolidate under its own weight. Self compacting concrete has ability involves not only high deformability of paste or mortar, but also resistance to segregation between coarse aggregate and mortar when the concrete flows through the congested reinforcement. One of the major challenges faced by civil engineering industry is to execute projects in harmony with the nature. In the present study is focused to investigate the rheological properties and strength properties of bagasse ash and rice husk ash self compacting concrete produced with 0%, 10%, 20% and 30% of the cement (by mass) replaced by bagasse ash and rice husk ash and sand replaced by 20%, 30%, 40%, 50% and 70% by quarry dust. For Fresh property was done for all the replacement and hardened properties were done at 7, 28, 91 and 180 day for compressive strength, 7, 28 and 120 day for split tensile strength and flexural strength. Attempts have been made to study the properties of such SCC and to investigate the suitability of Quarry Dust to be used as partial replacement materials for sand in SCC.
Authors and Affiliations
Mr. H. S. Narashimhan, Dr. Karisiddappa, Dr. Ramegowda M
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