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Distress in concrete due to fire manifests is in the form of cracking and spalling of the concrete surface. The load carrying capacity and the reparability of the structure affected by fire are determined on the basis of critical temperature of the material. Maximum deterioration is expected to occur when the concrete reaches more than 600 degree Centigrade. If the temperature persists for long damage may result in loss of strength leading to collapse distortion buckling as well as disintegration of concrete matrix. Silica Fume is added to the cement concrete to improve its properties specially compressive strength, bond strength and abrasion resistance. Because of its Physical and chemical properties it is a reactive pozzolan.
I have completed my graduation in the field of Civil Engineering and thereafter my Masters in Business Administration (MBA) in Finance. Later I have also completed my M Tech (structure).My experience ranges from Training a team, to Teaching, Assisting Professors, to acting as Project guide for various students of different environment and capacities .Many seminars as well as presentation in front of huge audience adds a feather to my experience. I have acquired 7 years of incomparable Industrial experience towards progress of my career in the field of Finance and Accounts from various organizations, industrial sectors like ship building industries, constructions as well as trading businesses, all of which are regarded as premiere institutions. I had the opportunity to head a Finance section of the branch.