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CON 123
Cementitious Materials




Session 7
Slag Cement
Ground Granulated
     Blast-Furnace Slag “Cement” (GGBFS)
   Ground Granulated
    blast-furnace slag is the
    correct technical term
    for slag that is finely
    ground and is used as a
    separately batched
    cementitious materials.
   Slag is ground to the
    fineness of Portland
    cement or finer.
Ground Granulated Blast-Furnace
         Slag “Cement”
Finely Ground granulated
blast-furnace slag
consisting of primarily
calcium and aluminum
silicates, used as a partial
replacement for Portland
cement in concrete
ASTM 989
                  Slag Cement
   GGBFS – glassy granular material formed
    when molten blast-furnace slag is rapidly
    chilled as by immersion in water with or
    without compositional adjustments made
    while the blast-furnace is molten
Grades of Slag - ASTM C 989
                        Strength of 1:1 Slag: Cement Mortar
Slag Activity Index =
                        Strength of Control Cement Mortar

            Grade       7-day Index   28-day Index
              80             -             75
             100            75             95
             120            95            115

           Requirements for average of 5 consecutive
Specifications and Grade of Ground Granulated
            Iron Blast-Furnace Slags
          ASTM C 989 (AASHTO M 302)
   Grade 80
       Slag with a low activity
        index
   Grade 100
       Slag with a moderate
        activity index
   Grade 120
       Slag with a high activity
        index
Slag - Manufacture
                  Iron Blast Furnace

   Iron ore is layered with a mixture of limestone
    and coal or coke. The coal is the fuel. The
    limestone is a flux that reduces fusion
    temperatures.
   The molten materials settle out at the bottom
    and slag floats on the top of the pig iron. It is
    tapped away
Slag - Manufacture
                   Iron Blast Furnace


Iron Ore                                Limestone/Coal


Fusion at
1400 to 1600 C

                                    Slag
                                           Pig Iron
Slag – Manufacture
                   Hot Runner
   Molten blast furnace slag is tapped from the
    blast furnace, moved through a hot runner on
    the blast-furnace work floor. Dropped in a
    “blow” box to a jet-process granulator.
   GGBF is glassy - with the right chemistry and
    morphology to form hydraulic cement when
    finely ground.
Slag – Manufacture
    Hot Runner
Slag - Manufacture
                       Jet Process Granulator
             Liquid Slag       Adjustable Deflector Plate

   Furnace Runner




Vibrating Feed Plate

          Rotating Drum



                              Granules                      Pellets
Slag Products - Manufacture
                Molten Slag is cooled
Air-cooled                       Aggregate
Palletized                       Granules & Pellets
Jet Process Granulator           Granules

        Granules are ground in a ball mill
             Fineness similar to cement
Slag - Manufacture
   Grinding Mills
SEM Micrograph of Slag Particles


        Scanning electron microscope micrograph of
        slag particles.




    Scanning electron microscope micrograph of slag particles.
Slag - Characteristics

   Cooled Rapidly - Glass
   Fineness - 450 to 650 m2/kg
   Specific gravity - 2.90
   White to Buff color
   Hydration - activated by alkalis
   Forms cementitious silicates - C-S-H
Slag - Reactivity

   Glass content
   Fineness
   Alkalis of reacting system
   Concrete curing temperature
Slag - Mechanism
Portland Cement   Portland Cement + GGBF Slag




                      Reduced Permeability
                       Increased Strength
Slag - Typical Dosage
Application                Dosage
                          ( % by wt)
Exterior flatwork            35%
General use                35 to 50%
Mass Concrete              60 to 80%
Sulfate Resistance
  Type II equivalent         35%
  Type V equivalent           50%
Marine/chemical/heat   >50% < 80%
Slag – Typical Dosage
              Application             Dosage (% by wt)
Exterior Flatwork              35%
General Use                   35 to 50%
Mass Concrete                 60 to 80%
Sulfate Resistance
     Type II Equivalent        35%
     Type V Equivalent         50%
Marine/chemical/heat          >50%, <80%
Slag - Mixture Proportioning

   Typical - 35 to 50% wt. cementitious
   w/c ratio w/(cement + slag) ratio
   Water demand - 1 to 5% lower
   Admixture dosage
       Similar for air entraining admixtures
       May be lower for others
   SG 2.90 - more abs. vol. than cement
Slag Benefits


Workability    Finishability   Pumpability



  Color         Durability      Strength
GGBF Slag Concrete
     Workability




                   22
GGBF Slag Concrete
     Finishability
GGBF Slag Concrete
     Pumpability
GGBF Slag Concrete
       Color




                 25
Slag - Applications

   Compressive and Flexural strength
   Permeability
   Sulfate Resistance
   Alkali Silica Reactivity
   Mass concrete - more than 70% slag
GGBF Slag Concrete
                                       Compressive Strength
                            6000
                                        Grade 120 Slag
Compressive Strength, psi



                            5000
                                        W/C+M ratio = 0.55
                            4000

                            3000
                                                                   Portland Cement
                            2000
                                                                   40% Slag
                            1000                                   50% Slag
                                                                   65% Slag
                               0
                                   0       5      10         15    20      25        30
                                                       Age, days

                                                                                Ref: ACI 233R
GGBF Slag Concrete
                                        Flexural Strength
                         900
                         800       Grade 120 Slag
                                   W/C+M ratio = 0.55
Flexural Strength, psi




                         700
                         600
                         500
                         400
                                                                Portland Cement
                         300
                                                                40% Slag
                         200
                                                                50% Slag
                         100                                    65% Slag
                           0
                               0        5      10       15      20      25        30
                                                    Age, days
GGBF Slag Concrete
                                        Sulfate Resistance
                           0.25
                                       Portland Cement (Type II)
Expansion mortar bars, %




                           0.20        40% Slag
                                       50% Slag
                           0.15        65% Slag

                           0.10


                           0.05


                           0.00
                                  0     10     20     30      40   50   60      70
                                                      Age, Weeks

                                                                             Ref: ACI 233R
GGBF Slag Concrete
                                  Alkali-Aggregate Reactions
                           0.40
Expansion mortar bars, %




                           0.30
                                                            Portland Cement
                                                            40% Slag
                           0.20
                                                            50% Slag
                                                            65% Slag
                           0.10


                           0.00
                                  0       5       10          15           20
                                              Age, Months

                                                                       Ref: ACI 233R
GGBF Slag Concrete
                                   Heat in Mass Concrete
                          80
                          70
Concrete Temperature, C




                          60
                          50
                          40
                          30
                          20                  Portland Cement
                          10                  70% Slag
                           0
                               1         10                100       1000
                                              Age, Hours

                                                                 Ref: ACI 233R
GGBF Slag Concrete
                                   Chloride Permeability
                          7500
                                                          Water-Cement Ratio
Charge Passed, Coulombs




                          6000                                        0.70

                          4500                                        0.55
                                                                      0.45
                          3000

                          1500

                             0
                                 Portland cement   25% Slag       50% Slag
Slag Cement and the
                   Environment
   Recovered/ recycled material
   Replaces Portland cement
       Reduction of CO2
       Reduction of Heat
   Reduced Material extraction
   Energy Saving
   Lighter Color
LEED Credits
   Leadership in Energy and Environmental Design
    (LEED) is a system developed by the
   United States Green Building Council to rate a
    building's environmental performance.
   This system has become the principal method by
    which buildings can achieve green
   building certification. The system is based on credits
    earned in five major categories.
   Slag cement can positively impact several credit
    categories
LEED Categories

􀁺    Site credit for reduction of heat islands: Use of high-albedo
materials like concrete
produced with slag cement.
 􀁺 Materials credit for building reuse: Slag cement makes
concrete structures more
durable.
 􀁺 Materials credit for recycled content: Slag cement is a
recycled material used in
concrete.
 􀁺 Materials credit for use of local/regional materials: Slag
cement can be considered
a local material in many areas.
For more information on the LEED system, visit www.usgbc.org
LEED Categories
   Site credit for reduction of heat islands: Use of high-albedo
    materials like concrete produced with slag cement.
   Materials credit for building reuse: Slag cement makes
    concrete structures more durable.
   Materials credit for recycled content: Slag cement is a
    recycled material used in concrete.
   Materials credit for use of local/regional materials: Slag
    cement can be considered a local material in many areas.
   For more information on the LEED system, visit
    www.usgbc.org.

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CON 123 Session 7 - Slag Cement

  • 2. Ground Granulated Blast-Furnace Slag “Cement” (GGBFS)  Ground Granulated blast-furnace slag is the correct technical term for slag that is finely ground and is used as a separately batched cementitious materials.  Slag is ground to the fineness of Portland cement or finer.
  • 3. Ground Granulated Blast-Furnace Slag “Cement” Finely Ground granulated blast-furnace slag consisting of primarily calcium and aluminum silicates, used as a partial replacement for Portland cement in concrete
  • 4. ASTM 989 Slag Cement  GGBFS – glassy granular material formed when molten blast-furnace slag is rapidly chilled as by immersion in water with or without compositional adjustments made while the blast-furnace is molten
  • 5. Grades of Slag - ASTM C 989 Strength of 1:1 Slag: Cement Mortar Slag Activity Index = Strength of Control Cement Mortar Grade 7-day Index 28-day Index 80 - 75 100 75 95 120 95 115 Requirements for average of 5 consecutive
  • 6. Specifications and Grade of Ground Granulated Iron Blast-Furnace Slags ASTM C 989 (AASHTO M 302)  Grade 80  Slag with a low activity index  Grade 100  Slag with a moderate activity index  Grade 120  Slag with a high activity index
  • 7. Slag - Manufacture Iron Blast Furnace  Iron ore is layered with a mixture of limestone and coal or coke. The coal is the fuel. The limestone is a flux that reduces fusion temperatures.  The molten materials settle out at the bottom and slag floats on the top of the pig iron. It is tapped away
  • 8. Slag - Manufacture Iron Blast Furnace Iron Ore Limestone/Coal Fusion at 1400 to 1600 C Slag Pig Iron
  • 9. Slag – Manufacture Hot Runner  Molten blast furnace slag is tapped from the blast furnace, moved through a hot runner on the blast-furnace work floor. Dropped in a “blow” box to a jet-process granulator.  GGBF is glassy - with the right chemistry and morphology to form hydraulic cement when finely ground.
  • 10. Slag – Manufacture Hot Runner
  • 11. Slag - Manufacture Jet Process Granulator Liquid Slag Adjustable Deflector Plate Furnace Runner Vibrating Feed Plate Rotating Drum Granules Pellets
  • 12. Slag Products - Manufacture Molten Slag is cooled Air-cooled Aggregate Palletized Granules & Pellets Jet Process Granulator Granules Granules are ground in a ball mill Fineness similar to cement
  • 13. Slag - Manufacture Grinding Mills
  • 14. SEM Micrograph of Slag Particles Scanning electron microscope micrograph of slag particles. Scanning electron microscope micrograph of slag particles.
  • 15. Slag - Characteristics  Cooled Rapidly - Glass  Fineness - 450 to 650 m2/kg  Specific gravity - 2.90  White to Buff color  Hydration - activated by alkalis  Forms cementitious silicates - C-S-H
  • 16. Slag - Reactivity  Glass content  Fineness  Alkalis of reacting system  Concrete curing temperature
  • 17. Slag - Mechanism Portland Cement Portland Cement + GGBF Slag Reduced Permeability Increased Strength
  • 18. Slag - Typical Dosage Application Dosage ( % by wt) Exterior flatwork 35% General use 35 to 50% Mass Concrete 60 to 80% Sulfate Resistance Type II equivalent 35% Type V equivalent 50% Marine/chemical/heat >50% < 80%
  • 19. Slag – Typical Dosage Application Dosage (% by wt) Exterior Flatwork 35% General Use 35 to 50% Mass Concrete 60 to 80% Sulfate Resistance Type II Equivalent 35% Type V Equivalent 50% Marine/chemical/heat >50%, <80%
  • 20. Slag - Mixture Proportioning  Typical - 35 to 50% wt. cementitious  w/c ratio w/(cement + slag) ratio  Water demand - 1 to 5% lower  Admixture dosage  Similar for air entraining admixtures  May be lower for others  SG 2.90 - more abs. vol. than cement
  • 21. Slag Benefits Workability Finishability Pumpability Color Durability Strength
  • 22. GGBF Slag Concrete Workability 22
  • 23. GGBF Slag Concrete Finishability
  • 24. GGBF Slag Concrete Pumpability
  • 25. GGBF Slag Concrete Color 25
  • 26. Slag - Applications  Compressive and Flexural strength  Permeability  Sulfate Resistance  Alkali Silica Reactivity  Mass concrete - more than 70% slag
  • 27. GGBF Slag Concrete Compressive Strength 6000 Grade 120 Slag Compressive Strength, psi 5000 W/C+M ratio = 0.55 4000 3000 Portland Cement 2000 40% Slag 1000 50% Slag 65% Slag 0 0 5 10 15 20 25 30 Age, days Ref: ACI 233R
  • 28. GGBF Slag Concrete Flexural Strength 900 800 Grade 120 Slag W/C+M ratio = 0.55 Flexural Strength, psi 700 600 500 400 Portland Cement 300 40% Slag 200 50% Slag 100 65% Slag 0 0 5 10 15 20 25 30 Age, days
  • 29. GGBF Slag Concrete Sulfate Resistance 0.25 Portland Cement (Type II) Expansion mortar bars, % 0.20 40% Slag 50% Slag 0.15 65% Slag 0.10 0.05 0.00 0 10 20 30 40 50 60 70 Age, Weeks Ref: ACI 233R
  • 30. GGBF Slag Concrete Alkali-Aggregate Reactions 0.40 Expansion mortar bars, % 0.30 Portland Cement 40% Slag 0.20 50% Slag 65% Slag 0.10 0.00 0 5 10 15 20 Age, Months Ref: ACI 233R
  • 31. GGBF Slag Concrete Heat in Mass Concrete 80 70 Concrete Temperature, C 60 50 40 30 20 Portland Cement 10 70% Slag 0 1 10 100 1000 Age, Hours Ref: ACI 233R
  • 32. GGBF Slag Concrete Chloride Permeability 7500 Water-Cement Ratio Charge Passed, Coulombs 6000 0.70 4500 0.55 0.45 3000 1500 0 Portland cement 25% Slag 50% Slag
  • 33. Slag Cement and the Environment  Recovered/ recycled material  Replaces Portland cement  Reduction of CO2  Reduction of Heat  Reduced Material extraction  Energy Saving  Lighter Color
  • 34. LEED Credits  Leadership in Energy and Environmental Design (LEED) is a system developed by the  United States Green Building Council to rate a building's environmental performance.  This system has become the principal method by which buildings can achieve green  building certification. The system is based on credits earned in five major categories.  Slag cement can positively impact several credit categories
  • 35. LEED Categories 􀁺 Site credit for reduction of heat islands: Use of high-albedo materials like concrete produced with slag cement. 􀁺 Materials credit for building reuse: Slag cement makes concrete structures more durable. 􀁺 Materials credit for recycled content: Slag cement is a recycled material used in concrete. 􀁺 Materials credit for use of local/regional materials: Slag cement can be considered a local material in many areas. For more information on the LEED system, visit www.usgbc.org
  • 36. LEED Categories  Site credit for reduction of heat islands: Use of high-albedo materials like concrete produced with slag cement.  Materials credit for building reuse: Slag cement makes concrete structures more durable.  Materials credit for recycled content: Slag cement is a recycled material used in concrete.  Materials credit for use of local/regional materials: Slag cement can be considered a local material in many areas.  For more information on the LEED system, visit www.usgbc.org.