COMPRESSIVE PROPERTY OF CALCINED KAOLIN AND SILICA FUME CONCRETE AS PARTIAL REPLACEMENT OF CEMENT FOR M30 GRADE
Abstract
In the present work we fabricated tested and compare of two different types of concrete (M30 Grade) samples, one is having silica fume 0%,5%,10% and another one has Calcined kaolin 0%,5%,10%,15%,20% both. Experiment shows very good relation of two mineral admixture silica fume and calcined kaolin with concrete strength against compressive force. We used different proportion of silica fume and calcined kaolin mineral admixture and cured it at two different levels of 7 days and 28 days later, it increases its compressive strength, and also the requirement of cement is decreased with increase in proportion of mineral admixture. Prepared samples were tested for compressive strength on a machine having 2000 KN rated capacity. This experiment shows a great enhancement in compressive strength of concrete and is also shown graphically.References
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