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Use of fly ash in concrete
What is Fly ash???
Fly ash is one of the residues generated in
  combustion , and comprises the fine
  particles that rise with the flue gases.
  Ash which does not rise is termed
  bottom ash. In an industrial context, fly
  ash usually refers to ash produced during
  combustion of coal.
f fly ash
           ring   o
 C   ap tu

• Fly ash is generally captured by       Photomicrograph
                                         made with a Scanning
  electrostatic precipitators or other   Electron Microscope
                                         (SEM): Fly ash
  particle filtration equipment before   particles at 2,000x
                                         magnification
  the flue gases reach the chimneys
  of coal-fired power plants, and
  together with bottom ash removed
  from the bottom of the furnace is
  in this case jointly known as coal
f fly ash
      p on e nt o
Com

• Depending upon the source and makeup
  of the coal being burned, the
  components of fly ash vary
  considerably, but all fly ash includes
  substantial amounts of silicon dioxide
  (SiO2) (both amorphous and crystalline)
  and calcium oxide (CaO), both being
  endemic ingredients in many coal-
  bearing rock strata.
f fly ash
      lass es o
  C

• ASTM C618 classifies fly ash in two
  categories.
• Class F fly ash and Class C fly ash.
• The chief difference between these classes is
  the amount of calcium, silica, alumina, and
  iron content in the ash. The chemical
  properties of the fly ash are largely influenced
  by the chemical content of the coal burned
  (i.e., anthracite, bituminous, and lignite).
f fly ash
     lass es o
 C

• Not all fly ashes meet ASTM C618 requirements,
  although depending on the application, this may not be
  necessary. Ash used as a cement replacement must
  meet strict construction standards, but no standard
  environmental regulations have been established in the
  United States. 75% of the ash must have a fineness of
  45 μm or less, and have a carbon content, measured by
  the loss on ignition (LOI), of less than 4%.
ash
      ses      o f Fly
     U

• There is no U.S. governmental registration or labelling of fly ash
   utilization in the different sectors of the economy -industry,
   infrastructures and agriculture. Fly ash utilization survey data,
   acknowledged as incomplete, are published annually by the American
   Coal Ash Association.
• The ways of fly ash utilization include (approximately in order of
   decreasing importance):
• Concrete production, as a substitute material for Portland cement and
   sand
• Embankments and other structural fills (usually for road
   construction)
ash
      ses      o f Fly
     U

• Grout and Flowable fill production
• Waste stabilization and solidification
• Cement clinkers production - (as a substitute material for clay)
• Mine reclamation
• Stabilization of soft soils
• Road subbase construction
• As Aggregate substitute material (e.g. for brick production)
• Mineral filler in asphaltic concrete
Fly    ash        rial
                 ic m ate
      ozz ol a n
a   sP
    • Owing to its pozzolanic properties, fly ash is used as a
      replacement for some of the Portland cement content of concrete.
    • The use of fly ash as a pozzolanic ingredient was recognized as
      early as 1914, although the earliest noteworthy study of its use
      was in 1937.
    • Before its use was lost to the Dark Ages, Roman structures such
      as aqueducts or the Pantheon in Rome used volcanic ash (which
      possesses similar properties to fly ash) as pozzolan in their
      concrete.
    • Use of fly ash as a partial replacement for Portland cement is
      generally limited to Class F fly ashes.
Fly    ash        rial
                 ic m ate
      ozz ol a n
a   sP
    • It can replace up to 30% by mass of Portland cement, and can add
      to the concrete’s final strength and increase its chemical
      resistance and durability.
    • Recently concrete mix design for partial cement replacement with
      High Volume Fly Ash (50 % cement replacement) has been
      developed.
    • E.g. For Roller Compacted Concrete (RCC)[used in dam
      construction] replacement values of 70% have been achieved with
      processed fly ash at the Ghatghar Dam project in
      Maharashtra,India.
Fly    ash        rial
                 ic m ate
      ozz ol a n
a   sP
    • Due to the spherical shape of fly ash particles, it can also increase
      workability of cement while reducing water demand.
    • Since the worldwide production of Portland cement is expected
      to reach nearly more then 2 billion tons in 2013, replacement of
      any large portion of this cement by fly ash could significantly
      reduce carbon emissions associated with construction.
Cement + Water
                           Free lime




                             Fly ash



Cementitious Material

           Additional cementitious Material
Advantages of Fly ash in Concrete
        Greater Long term Strength

           Improve Workability

            Reduce Permeability

           Low heat of hydration


        Increase sulphate resistance

        Increase corrosion resistance

      Reduce Alkali aggregate reaction
Disadvantages of Fly ash in Concrete

               Slower Strength Gain



                Air Content Controle
       (require more air-entraining admixture)


                 Color Variability
                  (Dark Surface)
The End

Any Question Please.???

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Fly ash in concrete !0 ce113

  • 1. Use of fly ash in concrete
  • 2. What is Fly ash??? Fly ash is one of the residues generated in combustion , and comprises the fine particles that rise with the flue gases. Ash which does not rise is termed bottom ash. In an industrial context, fly ash usually refers to ash produced during combustion of coal.
  • 3. f fly ash ring o C ap tu • Fly ash is generally captured by Photomicrograph made with a Scanning electrostatic precipitators or other Electron Microscope (SEM): Fly ash particle filtration equipment before particles at 2,000x magnification the flue gases reach the chimneys of coal-fired power plants, and together with bottom ash removed from the bottom of the furnace is in this case jointly known as coal
  • 4. f fly ash p on e nt o Com • Depending upon the source and makeup of the coal being burned, the components of fly ash vary considerably, but all fly ash includes substantial amounts of silicon dioxide (SiO2) (both amorphous and crystalline) and calcium oxide (CaO), both being endemic ingredients in many coal- bearing rock strata.
  • 5. f fly ash lass es o C • ASTM C618 classifies fly ash in two categories. • Class F fly ash and Class C fly ash. • The chief difference between these classes is the amount of calcium, silica, alumina, and iron content in the ash. The chemical properties of the fly ash are largely influenced by the chemical content of the coal burned (i.e., anthracite, bituminous, and lignite).
  • 6. f fly ash lass es o C • Not all fly ashes meet ASTM C618 requirements, although depending on the application, this may not be necessary. Ash used as a cement replacement must meet strict construction standards, but no standard environmental regulations have been established in the United States. 75% of the ash must have a fineness of 45 μm or less, and have a carbon content, measured by the loss on ignition (LOI), of less than 4%.
  • 7. ash ses o f Fly U • There is no U.S. governmental registration or labelling of fly ash utilization in the different sectors of the economy -industry, infrastructures and agriculture. Fly ash utilization survey data, acknowledged as incomplete, are published annually by the American Coal Ash Association. • The ways of fly ash utilization include (approximately in order of decreasing importance): • Concrete production, as a substitute material for Portland cement and sand • Embankments and other structural fills (usually for road construction)
  • 8. ash ses o f Fly U • Grout and Flowable fill production • Waste stabilization and solidification • Cement clinkers production - (as a substitute material for clay) • Mine reclamation • Stabilization of soft soils • Road subbase construction • As Aggregate substitute material (e.g. for brick production) • Mineral filler in asphaltic concrete
  • 9. Fly ash rial ic m ate ozz ol a n a sP • Owing to its pozzolanic properties, fly ash is used as a replacement for some of the Portland cement content of concrete. • The use of fly ash as a pozzolanic ingredient was recognized as early as 1914, although the earliest noteworthy study of its use was in 1937. • Before its use was lost to the Dark Ages, Roman structures such as aqueducts or the Pantheon in Rome used volcanic ash (which possesses similar properties to fly ash) as pozzolan in their concrete. • Use of fly ash as a partial replacement for Portland cement is generally limited to Class F fly ashes.
  • 10. Fly ash rial ic m ate ozz ol a n a sP • It can replace up to 30% by mass of Portland cement, and can add to the concrete’s final strength and increase its chemical resistance and durability. • Recently concrete mix design for partial cement replacement with High Volume Fly Ash (50 % cement replacement) has been developed. • E.g. For Roller Compacted Concrete (RCC)[used in dam construction] replacement values of 70% have been achieved with processed fly ash at the Ghatghar Dam project in Maharashtra,India.
  • 11. Fly ash rial ic m ate ozz ol a n a sP • Due to the spherical shape of fly ash particles, it can also increase workability of cement while reducing water demand. • Since the worldwide production of Portland cement is expected to reach nearly more then 2 billion tons in 2013, replacement of any large portion of this cement by fly ash could significantly reduce carbon emissions associated with construction.
  • 12. Cement + Water Free lime Fly ash Cementitious Material Additional cementitious Material
  • 13. Advantages of Fly ash in Concrete Greater Long term Strength Improve Workability Reduce Permeability Low heat of hydration Increase sulphate resistance Increase corrosion resistance Reduce Alkali aggregate reaction
  • 14. Disadvantages of Fly ash in Concrete Slower Strength Gain Air Content Controle (require more air-entraining admixture) Color Variability (Dark Surface)
  • 15. The End Any Question Please.???