Bearing stregth of basalt fibre reinforced recycled aggregate concrete
The present article aimed to evaluate the bearing strength of basalt fibre reinforced recycle aggregate concrete with bearing area ratio of 10 and 15. Total ten mixes are taken for experimental work, among them 5 mixes with basalt fibres and 5 other mixes without basalt fibres. The natural aggregate was replaced by the recycle aggregate in the volume proportion of 0,25,50,75 and 100% and the basalt fibres are added to the mixes in the proportion of 4kg/m3.In addition to bearing strength, for all mixes compressive and split strengths are evaluated.