Abstract
Second part of the study presented argues the effect of aggregate of electric arc furnace slag on durability of reinforced concrete structures in chloride environment based on the Results and Discussions section and the Conclusions section. Both part have the Abstract section and Reference section differently each other. Results display that the EAF slag aggregate is favorable because of increasing the durability against chloride damage and of stoping the penetration of free chloride measured with method of the colorimetric test as well as wet chemical analysis. However, the study also answers that the wet chemical analysis is still the best method to measure the penetration of free chloride in concretes.
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The paper was removed due to misconduct
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