Civil Engineering Reference
In-Depth Information
cement is hydrated lime. Adding a pozzolan to portland cement generates an
opportunity to convert this free lime to a cementitious material.
Tables 6.9 and 6.10 summarize the effects of supplementary cementi-
tious admixtures on fresh and hardened concrete. These summaries are
based on general trends and should be verified experimentally for specific
materials and construction conditions.
6.11.7
Specialty Admixtures
In addition to the admixtures previously mentioned, several admixtures are
available to improve concrete quality in particular ways. The civil engineer
T ABLE 6.9
Effect of Supplementary Cementitious Admixtures on Freshly Mixed Concrete
Quality Measure
Effect
Water Requirements
Fly ash reduces water requirements. Silica fume increases water
requirements.
Air Content
Fly ash and silica fume reduce air content, compensate by
increasing air entrainer.
Workability
Fly ash, ground slag, and inert minerals generally increase
workability. Silica fume reduces workability; use superplasticizer
to compensate.
Hydration
Fly ash reduces heat of hydration. Silica fume may not affect
heat, but superplasticizer used with silica fume can increase heat.
Set Time
Fly ash, natural pozzolans and blast furnace slag increase set
time. Can use accelerator to compensate.
T ABLE 6.10
Effect of Supplementary Cementitious Admixtures on Hardened Concrete
Quality Measure
Effect
Strength
Fly ash increases ultimate strength, but reduces rate of
strength gain. Silica fume has less effect on rate of
strength gain than pozzolans.
Drying shrinkage and creep
Low concentrations usually have little effect. High
concentrations of ground slag or fly ash may increase
shrinkage. Silica fume may reduce shrinkage.
Permeability and absorption
Generally reduce permeability and absorption. Silica
fume is especially effective.
Alkali-aggregate reactivity
Generally reduced reactivity. Extent of improvement
depends on type of admixture.
Sulfate resistance
Improved due to reduced permeability.
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