Özet:

In this study it is aimed to investigate the mechanical properties of road concrete that is produced by using the aggregates of Konya region and steel fiber. In the study, road concrete is produced by steel fiber on the proportion of 0 kg/m3, 20 kg/m3 and 40 kg/m3, and due to the medium traffic intensity, C35 concrete is targetted. The mechanical properties of these concretes are compared. The slump value of the produced concrete is chosen as 4010 mm and the proportion of water/cement is 0.50. The cement used in the experiment is CEM I 42.5 and the dosages are 300, 325, 350 and 400 which is provided by Konya Cement Factory. Mixtures also include air entrainer admixture. The unit weight and consistency experiments are done on the fresh concrete. The following experiments are done on the hardened concrete; unit weight, compressive strength (15x15x15 cube samples), splitting (15x30 cylinder samples), bending (15x15x75 cm beam samples). The strength experiments are done on the 7 and 28 daily samples. The results that are acquired in experiments are compared.

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