Abstract

Many factors of mix proportion affect the chloride permeability and freeze-thaw resistance of high-performance concrete containing nanoparticles, including the dosages of cement, nanomaterials, mineral fine admixture, and chemical admixture and the water-binder and sand ratios. The aim of this study was to evaluate the effects of these factors on the chloride permeability and freeze-thaw resistance of high-performance concrete containing nanoparticles and determine which factors yield the greatest influence. The gray relational analysis method was used to calculate relational grades between the effect factors and the diffusion coefficient of Cl- and between the effect factors and the antifreezing durability coefficient. In addition, sequences showing degree of influence on chloride permeability and freeze-thaw resistance were obtained. The results indicate that among the seven selected parameters of mix proportion design, water-binder ratio, dosage of cement, and dosage of nanoparticles had the greatest i...

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