Physical and Mechanical Properties of Alkali-Slag Pervious Concrete
Abstract
Alkali-activated pervious concrete was prepared using ground granulated blast furnace slag (GGBS) as a cementitious material substitute and sodium silicate as an alkali activator. This study investigated the effects of water-binder ratio, sodium silicate modulus, and alkali equivalent on the mechanical properties, permeability coefficient, and chloride ion resistance of the pervious concrete. The results showed that as the water-binder ratio increased from 0.27 to 0.31, the mechanical properties improved slightly, but the permeability coefficient decreased. The optimal mechanical performance was achieved at an alkali equivalent of 6%, while the highest porosity was observed at 0.3%. A sodium silicate modulus of 1.2 provided the best balance between mechanical strength and permeability. Then, regression analysis was used to confirm a linear correlation between porosity and permeability coefficient, while the Boltzmann model was used to establish a relationship between chloride ion content and penetration depth. Finally, a comparison with previous experimental results showed that GGBS contributed to improve the mechanical properties of pervious concrete.
Keywords
Alkali activated material, Ground granulated blast furnace slag, Pervious concrete, Durability, Regression analysis
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