Abstract— Advances in technology enhance human comforts and in the same time damages the environment. Plastic used as cap for containers preserve liquids in the bottles very well, but the disposal of caps particularly bottle caps which harmful to environmental. Hence an attempt has been made in the present investigations to study the influence of addition of waste materials like soft drink bottle caps dosage of 0%, 5%, 10%, 15% & 20% of total weight of coarse aggregate as fibers. M25 grade of concrete was produced by replacing coarse aggregate by plastic bottle caps. In this investigation caps were cut into strips. Experimental investigation was carried out adding bottle caps in concrete and tests were carried out as per recommended procedures by relevant codes. Split tensile strength increases with increase of bottle caps. Split tensile and flexural strength of 5.0 % bottle cap fiber concrete increase up to 1.72% and 13.23 % more than plain concrete(without bottle cap plastic) respectively.
Keywords— plastic bottle caps, compressive strength, course aggregate, split tensile strength , flexural test.
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