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  All about silica fume and fly ash  

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Silica fume and fly ash, as two pivotal mineral admixtures in modern concrete technology, play distinct yet complementary roles in enhancing performance. Silica fume, an ultra-fine by-product of silicon metal production, excels at significantly boosting strength, density, and durability through its powerful micro-filling and pozzolanic effects. Conversely, fly ash, sourced from coal combustion, primarily optimizes workability, reduces hydration heat, and improves long-term stability thanks to its spherical particle shape and slower reactive properties. While silica fume is the cornerstone for high-strength and specialized concrete, fly ash is invaluable for cost-effective, mass-volume applications requiring improved placement and crack resistance. This document delves into their key differences in origin, composition, and function, exploring how their strategic use drives advancements in high-performance, sustainable, and economical concrete construction.

I. The difference between Silica fume and fly ash

Silica fume is a "high-end strengthening agent," enhancing the "hard power" of concrete through its ultra-fine particle size and high purity; fly ash is a "cost-effectiveness regulator," optimizing the "workability and stability" of concrete through its spherical particles and slow reaction. Although both Silica fume and fly ash are commonly used mineral admixtures in concrete, their core differences lie in their sources, compositions, properties, and application scenarios. The specific differences are as follows:

1. Origin and Formation: Fundamentally Different "Industrial By-products"

Silica fume: also known as "micro silica powder", is an ultrafine powder collected by a dust collector from the flue gas during the smelting of ferrosilicon alloys and metallic silicon (belonging to the "flue gas dust" of high-temperature reduction reaction).

Fly ash: fine ash particles collected from the flue gas after combustion in coal-fired power plants (pulverized coal boilers) (belonging to the category of "residual dust" after fuel combustion).

2. Core Components: Significant Differences in Silicon Content

Silica fume: extremely pure, with SiO₂ (silicon dioxide) as its core, and a content of ≥85% (some high-purity varieties can reach 95%), containing almost no other impurities.

microsilica

Fly ash has a complex composition, mainly composed of SiO₂ and Al₂O₃ (aluminum oxide) (totaling about 60%-80%), and also contains Fe₂O₃ , CaO , etc. , and its composition varies greatly depending on the type of coal.

3. Physical characteristics: Extremely large particle size variation

Silica fume: extremely fine particle size (average 0.1-0.3μm), which is 1/50-1/100 of cement particles, with a specific surface area as high as 20-30 m²/g, and extremely strong adsorption capacity.

Fly ash has a relatively coarse particle size (average 10-50μm), close to the size of cement particles, with a specific surface area of only 2-5 m²/g. It is mostly grayish-white powder (the color varies with the carbon content).

4. Core function: Different impacts on concrete performance

Silica fume: characterized by "high strength and high density" - ultrafine particles can fill the tiny pores after cement hydration ("micro-filling effect"), and SiO₂ can undergo a secondary reaction with Ca(OH) ₂ produced by cement hydration (volcanic ash effect), which greatly improves the compressive strength, impermeability and corrosion resistance of concrete (suitable for ultra-high strength concrete, marine/corrosion resistant engineering).

Fly ash: Its main features are "improved workability and reduced heat of hydration" - the particles are spherical ("ball effect"), which can improve the fluidity of concrete, reduce bleeding, and the hydration reaction is slowFF, which can reduce the temperature rise of large-volume concrete (avoiding cracking) and the long-term strength steadily increases (suitable for large-volume concrete and ordinary structural concrete).

 

Silica fume

Fly ash

Source

Ferrosilicon/Metallic Silicon Smelting Flue Gas

Flue gas from coal-fired power plants

Core ingredients

SiO₂ ( ≥85 %), high purity

SiO₂ + Al₂O₃ ( 60% -80 %), with mixed components

Particle size

Extremely fine (0.1-0.3μm)

Coarser (10-50μm)

Core role

Increase strength, increase density, and resist corrosion

Improve liquidity, reduce precipitation and heat, and stabilize long-term strength.

Cost and usage

It is expensive (about 5-10 times the price of fly ash) and used in small quantities (5%-10%).

Low price, high dosage (15%-30%)

II. Functions of silica fume and fly ash in concrete

Both Silica fume and fly ash function in concrete through "physical filling" and "chemical pozzolanic reaction," but their core improvement focuses differ—Silica fume primarily enhances "density," while fly ash emphasizes "optimized construction and stability." Specific performance improvements are as follows:

1. Silica fume: Focusing on "improving strength and durability," enhancing the "hard power" of concrete.

(1) Significantly improves strength:

Silica fume has an extremely fine particle size (only 1/50-1/100 of that of cement), which can fill the tiny pores after cement hydration (microscopic filling effect); at the same time, high-purity SiO₂ will undergo a secondary reaction with Ca(OH) ₂ produced by cement hydration to generate more cementitious products (volcanic ash effect). The dual effect significantly improves the compressive strength of concrete (especially early strength), making it a key admixture for preparing high-strength/ultra-high-strength concrete of C60 and above.

(2) Significantly enhances density and durability:

Filling and secondary reaction can greatly reduce the internal porosity of concrete and refine the pore structure, making it difficult for moisture and harmful ions (such as Cl⁻ and SO₄²⁻ ) to penetrate.

(3) Slightly improves workability (requires the use of water-reducing agent ):

Silica fume has a large specific surface area and strong adsorption. Adding it alone will increase the viscosity of concrete (it will easily become thick). However, when combined with a high-efficiency water-reducing agent, it can reduce bleeding and segregation, making the concrete more homogeneous.

2. Fly ash: Focusing on "optimizing construction and ensuring long-term performance," improving the "compatibility" of concrete.

(1) Improved workability (core advantage)

Fly ash particles are mostly spherical ("ball effect"), which can reduce the friction between particles inside concrete. When combined with water-reducing agents, the fluidity is significantly improved (the slump can be increased by 50-100mm under the same water content) . At the same time, the bleeding rate is reduced and the cohesion is improved, making it less prone to segregation and stratification. It is suitable for pumped concrete, self-compacting concrete and large-volume engineering pouring.

(2) Reduce heat of hydration to prevent cracking

Fly ash has a much slower hydration reaction rate than cement (especially in the early stages), and can replace some cement to reduce the "heat release of cement hydration" —in large-volume concrete (such as dams and foundations), it can reduce the internal maximum temperature rise by 5-10℃, significantly reducing the risk of cracking caused by temperature stress.

(3) Improve long-term strength and durability

After 28 days and in the later stages (90 days and 180 days), SiO₂ and Al₂O₃ in fly ash will gradually react with Ca(OH) ₂ to generate cementitious products, allowing the strength to increase steadily; at the same time , it refines the pore structure and improves impermeability and resistance to sulfate attack (long-term durability is better than pure cement concrete).

(4) Optimize volume stability

The shrinkage of the later hydration products is small, which can reduce the drying shrinkage and creep of concrete (reducing long-term deformation) and improve the dimensional stability of the structure.

 

Silica fume and fly ash, as high-quality mineral admixtures, play a crucial role in improving the overall performance of concrete. Both can effectively fill the pores inside concrete through the "micro-aggregate effect" and "pozzolanic effect," significantly reducing its permeability and thus enhancing its durability. Silica fume, in particular, exhibits a significant filling and compacting effect due to its extremely fine particle size. In inhibiting alkali-aggregate reactions, they effectively consume alkaline ions in cement hydration products, reducing the risk of aggregate expansion and cracking caused by alkali-silica gel formation, and improving the long-term volume stability of concrete. Furthermore, replacing part of the cement with these two materials not only directly reduces the production cost of concrete but also significantly reduces carbon emissions during production by reducing the amount of energy-intensive cement used, reflecting the concept of green and environmentally friendly sustainable development. In conclusion, the scientific and rational use of silica fume and fly ash is an important technical path to achieving high-performance and green concrete.

 

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