Durability of Concrete with Nanoparticles under the Action of Both Cl ⁻ Penetration and Freeze–Thaw Cycles

Abstract

In the northern region of China, freeze–thaw cycles and chloride ion (Cl−) penetration are the primary factors affecting the durability of marine concrete. To investigate the influence of nanoparticles on the Cl− penetration resistance of marine concrete under the action of freeze–thaw cycles, nano-SiO2 and nano-Fe3O4 were added to plain concrete in different amounts. The Cl− penetration resistance of concrete under the action of freeze–thaw cycles was measured in a 5% NaCl solution. The relative dynamic modulus, mass loss rate, and Cl− content at different depths in concrete were measured to evaluate the salt-scaling resistance. The test results show that under salt freeze–thaw cycles, the relative dynamic modulus, bound Cl− content, and Cl− binding capacity of concrete with nanoparticles were higher than those of plain concrete. However, the mass loss, total Cl− content, and free Cl− content in concrete with nanoparticles were lower than those of plain concrete. With increasing nanoparticle content, the relative dynamic modulus, bound Cl− content, and Cl− binding capacity of the concrete first increased and subsequently decreased. However, the mass loss rate, total Cl− content, and free Cl− content first decreased and subsequently increased. The optimum amount of nano-SiO2 and nano-Fe3O4 in the concrete was 2%. The improvement effect of nano-SiO2 on the salt-scaling resistance of concrete was superior to that of concrete with the same amount of nano-Fe3O4. The addition of nanoparticles can accelerate the formation of hydrated products, enhance the chemical binding capacity and physical adsorption capacity of hydrated products to Cl−, and reduce the free Cl− content in concrete. This can improve the Cl− penetration resistance of marine concrete under the action of freeze–thaw cycles. This study provides a reference for the durable design of marine concrete in the northern region.

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