Performance of Concrete with Waste Tyre and Nano ZrO2
This paper presents the compressive strength of concrete which consists of 5% replacement of coarse aggregate with rubber aggregate, 25% replacement of cement with fly ash (Class C) and an additional amount of 0.2% of ZrO2 nanoparticles. The ZrO2 nanoparticles were synthesized using gel combustion technique where zirconium oxynitrate was used as the precursor and citric acid as the fuel in the molar ratio of 1:1.5 respectively. The synthesized ZrO2 nano particles were characterized using X-ray diffraction and the average crystallite size was found as 9.7 nm. Three types of mixes were taken into consideration; control mix (M40), rubber modified concrete mix and nano-rubber modified mix. The Scanning Electron Microscope imaging was done to study the morphology of the mixes. With the percentage of rubber aggregate replacement mentioned above there was found to be a considerable decrease in the compressive strength but on incorporation of nano ZrO2 along with rubber aggregate it was found out that there was an increase in compressive strength which even surpassed the strength of conventional concrete.