MISCELLANEOUS
EVALUATING STRENGTH OF CONCRETE MIX (M20) USING FLY ASH AND SUGARCANE BAGASSE ASH
Indrajeet Singh Chouhan1, Hemant Kumar2, Dr.
A.K. Jain3
1, 2 M. Tech. Scholar, Department of Civil & Environmental
Engineering, National Institute of Technical
Teachers Training and Research, Bhopal (M.P.) India
3Professor & Head, Department of Civil & Environmental Engineering, National Institute of Technical
Teachers Training and Research, Bhopal (M.P.) India
ABSTRACT
Due to increasing demand and consumption of cement, researchers are in
search of alternate binding materials that are eco-friendly and contribute
towards waste management. The utilization of industrial and agricultural waste
has been focus on reducing waste. This paper presents the effect of sugarcane bagasse ash and fly ash on the properties of concrete. In this research work
cement is partially replaced by SCBA and fly ash at 2%, 3%, 4%, 6%, 8%, and 12%
by weight of cement. The grade of concrete is M20 and water to cement ratio is 0.5.
The properties for fresh concrete are tested like workability and for harden
concrete compressive strength at 7, 14, and 28 days of curing. The tests
results indicated that the strength of concrete increases up to 8% SCBA and fly
ash replacement with cement.
Key
words:- Sugarcane Bagasse Ash, OPC, Compressive Strength,
Fly Ash, Partial Replacement
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