In this paper, a comparative study on the depth of chloride
penetration, resistance to acid attack and macrocell corrosion of
rubberized concrete and control mix concrete has been reported.
Waste tire rubber in the form of crumb rubber was replaced for
natural fine aggregates from 0% to 20% in multiples of 2.5%.
Analytical studies were performed with Abaqus and the results
were compared with compressive and flexural strength obtained in
the laboratory