EXPERIMENTAL INVESTIGATION ON M 20 GRADE OF CONCRETE INCOPERATED WITH ALCCOFINE

CIVIL ENGINEERING

The presence of Alccofine at optimum levels in conventional concrete is expected to increase compressive strength and provide resistance to chloride attack, seawater attack and accelerated corrosion attack. The main objectives of this work focus on the compressive and flexural strengths of concrete with Alccofine partially substituted for cement. This project focuses on the experimental study of concrete with different percentages of Alccofine in place of cement. 0%, 5%, 10% and 15% for 7 days, 14 days and 28 days. The design combination performed during the experiment was M20 and compared to conventional. Different percentages of Alcoffine increase the strength of the initial concrete phase. Alccofine as filler reduces permeability and improves workability of fresh concrete

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