Mitigating Alkali-Aggregate Reaction in Concrete with Silica Fume

Feb 15
02:31

2024

David Yvon

David Yvon

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Concrete structures are vital to modern infrastructure, but their longevity can be compromised by a chemical reaction known as alkali-aggregate reaction (AAR). This reaction can cause significant damage, leading to costly repairs and safety concerns. However, the addition of silica fume to concrete mixtures has been shown to effectively prevent and control AAR, enhancing the durability and extending the lifespan of concrete structures.

Understanding Alkali-Aggregate Reaction

Alkali-aggregate reaction is a chemical process where alkaline oxides,Mitigating Alkali-Aggregate Reaction in Concrete with Silica Fume Articles such as sodium oxide (Na2O) or potassium oxide (K2O), react with reactive silica present in the aggregate. This reaction produces an alkali-silica gel on the surface of the aggregate, which can absorb water and swell, sometimes to more than three times its original volume. The resulting expansion can cause concrete to crack and weaken, reducing its tensile strength by 30% to 50%. This degradation can lead to a loss of bond strength between the concrete and steel reinforcement, ultimately resulting in structural failure.

Historically, AAR has been a problem in concrete structures across the globe, from the western United States in the 1930s to Europe and South Africa in the 1970s. In Japan, newly constructed harbors and bridges showed signs of cracking and spalling within a year due to AAR. Similarly, in Beijing, the Sanyuan overpass exhibited chevron cracks in less than two years post-construction. Repairing AAR damage is often difficult and less effective than taking preventive measures.

The Role of Silica Fume in Preventing AAR

Silica fume, a byproduct of silicon and ferrosilicon alloy production, has been identified as a potent admixture for controlling AAR. When added to concrete in amounts ranging from 5% to 10%, silica fume can significantly reduce expansion caused by AAR. The effectiveness varies depending on the type of aggregate and the specific characteristics of the silica fume used.

Mechanisms of AAR Control with Silica Fume

  1. Particle Size: Silica fume particles are extremely fine, which helps to reduce the porosity of concrete and lower the partial pressure within it.
  2. Adsorption: The large surface area of silica fume particles allows for the adsorption of alkali ions, reducing the concentration of hydroxide ions in the concrete's pore solution.
  3. Non-Expansive Gel Formation: Silica fume promotes the formation of a high-calcium, non-expansive gel, which prevents the occurrence of AAR when the hydroxide ion concentration falls below a certain threshold.
  4. Pore Structure Filling: The small particle size of silica fume enables it to react with hydration hydroxide, filling the pore structure with an unhardened alkali silicate gel. This reaction consumes alkali and requires a uniform distribution of calcium hydroxide, further controlling harmful expansion.

Enhancing Concrete Durability with Silica Fume

Incorporating silica fume into concrete mixtures not only mitigates the risk of AAR but also improves the overall durability of the concrete. This enhancement in durability translates to longer-lasting structures and reduced environmental impact due to less frequent need for repairs or replacements.

Conclusion

The prevention and control of alkali-aggregate reaction through the use of silica fume is a proven strategy to improve the durability and extend the service life of concrete structures. By understanding the mechanisms by which silica fume operates, engineers and construction professionals can design and build more resilient infrastructure.

For further reading on the benefits of silica fume in concrete, visit the American Concrete Institute or the Silica Fume Association.