Influence of Nano-Silica on the properties of recycled aggregate concrete
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Date
2014-03
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Publisher
Elsiever
Abstract
The present work addresses the effect of incorporation of colloidal Nano-Silica on the behavior of concrete containing 100% recycled coarse aggregate. In this study, concrete mixes containing both natural and recycled aggregate are produced by replacing a fraction of Portland cement 0.75%, 1.5% and 3% of colloidal Nano-Silica respectively. The results of experimental investigation depicts that compressive strength, tensile strength and Non-Destructive parameters are enhanced due to addition of NS. Moreover, the study reveals that the characteristics of recycled aggregate concrete resembles with that of natural aggregate concrete with the addition of little amount (3%) of Nano-Silica.
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Keywords
Civil Engineering, Recycled aggregate concrete (RAC), Colloidal Nano-Silica, Mechanical properties, Non-Destructive test, Pozzolanic effect