201902 mca winter conf ft in concrete popoff.pptx - read …microsoft powerpoint - 201902 mca winter...
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FT Durable Concrete
-What’s Up?
Nick Popoff Vice President Product Performance and Technical ServicesSt. Marys Cement Inc
Someone told me…
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Science of Mix Design
• Water content
• Air Entrainment
• Cementitious Materials
• Curing
• Exposure Conditions
W/C Ratio- Duff Abrams
WATER/CEMENT RATIO LAW
For given materials the strength of the concrete depends solely on the amount of water for a given amount of cement.
100 years ago
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W/C Ratio
W/C Ratio
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W/C Ratio
W/C Ratio
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Air Entrainment
• Late 1930s
• One of the most significant discoveries in concrete history
• Freeze thaw durability
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Small Bubbles, Lots of Them
Minimum distance necessary to protect paste from FT
Good Air-Void System
Concrete
Pore Water
Spacing FactorGood
Water moves freely from the paste to the air voids where it expands with freezing
No stress and no cracking
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Large Spacing Factor
Concrete
Pore Water
Spacing FactorBad
Water cannot move freely from the paste to the air voids
Stress develops and leads to cracking (hydraulic pressure)
Tensile Stress
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Curing
Cured concrete looks like uncured concrete but doesn’t perform the
same.
The next greatest leap in technology will not come from new materials BUT learning to use the materials
that we now have effectively.
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Cement Hydration
Hydration begins as soon as water contacts cement.
The rate of reaction increases as temperature increases and decreases as the temperature drops.
At about 32ºF the reaction STOPS.
When the concrete dries out the reaction also STOPS.
Hydration Reaction
C3S (C2S) + H20 = CSH + CH + HeatCalcium + Water= Tobermorite+ CalciumSilicates Gel Hydroxide
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Curing Concrete
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Cement FinenessRelationship Between PSD and Hydration
Particle diameter
Depth of hydration
Typical Depths of Hydration
1 day h ~ 0.5 microns
3 days h ~ 2 microns
7 days h ~ 3-4 microns
28 days h ~ 6-7 microns
Fines Increase
Inner Hydration Product
Unhydrated Cement
Hydrated Portland Cement PasteCapillary Pores
(nano - microns)
Outer Hydration Product
Gel Pores(nano scale)
Entrained Air Voids (microns - millimeters)
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Wet Coverings
Plastic Sheets
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Membrane-Forming Coumpounds
Paste Freeze-Thaw Damage
• The freeze-thaw (F-T) action of water is one of the most destructive forces that concrete faces
– Places concrete ”under tension“
• The hydrated cement paste is protected against F-T damage by
– Reduced permeability
– Acceptable air-void system
• Typically appears within 1 to 5 years after construction
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2006 SE MI Pavement Study
2006 SE MI Pavement
Study
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Wisconsin
Wisconsin
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Michigan
Michigan
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Wisconsin
MichiganI-275
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MichiganI-94
MichiganI-94
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Materials & Permeability
• Concrete is a porous material – water goes in, out and is absorbed
• Porosity (permeability) is a result of:
– Degree of hydration
– Mix design (w/c)
– The materials used (aggregates) and SCMs
Pore Structure in Concrete
• Capillary Pores
– Depend on initial separation of cement particles, which is controlled by the w/c
• Gel Pores
– Space between layers in CSH
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Cement Paste in Concrete
Proportioned by Mass
Volume Proportion
6% Air = 30% Paste
Cement Paste in Concrete
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Hydration Reaction
C3S (C2S) + H20 = CSH + CH + HeatCalcium + Water = Tobermorite+CalciumSilicates Gel Hydroxide
Supplementary ReactionCH + S = CSH
Calcium + Amorphous= TobermoriteHydroxide Silicates Gel
Capillary Pores
CSHFramework
Neville
High Permeability(Capillary Pores Interconnected)
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Capillary Pores
CSHFramework
Low-Permeability Capillary Pores Segmented and Only Partially Connected
Neville
Aggregate Particle
Aggregate Particle
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Mindess & Young
Porosity & Permeability
Connectivity0.45 w/c
45% connected at 75% hydration
0.60 w/c
90% connected at 75% hydration
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Permeability vs Resistivity
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Freeze-Thaw Deterioration is Inevitable
Freeze-Thaw Damage and the Degree of Saturation
• Rate to reach DOS
• FT at different DOS
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Freeze-Thaw Deterioration is Inevitable
Degree of Saturation
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Take Aways - Paste F-T
• Concrete porosity is inevitable
• Concrete porosity (permeability) is directly linked to w/c
• Air is entrained to protect the paste – but it is not fool-proof
– Critically saturated paste will crack when frozen
• Need proper air content and air-void system (spacing factor, specific surface)
Summary
• Keep fluids out of concrete and all materials-related distress is minimized
• Good Quality AVS- stable during placement
• Materials selection is very important
– Low w/c
– Low paste content
– Use SCMs
• Curing is essential
– Keep the mixture water in and allow the materials time to form dense, impermeable, hydration products
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Thank you
Any Questions?