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GEOPOLYMER
CONCRETE
Prepared By
Gayathry Satheesan
INTRODUCTION
▪ The name geopolymer was formed by a French Professor Davidovits in
1978 to represent a broad range of materials characterized by networks of
inorganic molecules (Geopolymer Institute 2010)1, 2 &3.
▪ The geopolymers depend on thermally activated natural materials like
Meta kaolinite or industrial byproducts like fly ash or slag to provide a
source of silicon (Si) and aluminum (Al).
▪ Water is not involved in the chemical reaction of Geopolymer concrete
and instead water is expelled during curing and subsequent drying.
▪ This is in contrast to the hydration reactions that occur when
Portland cement is mixed with water, which produce the primary
hydration products calcium silicate hydrate and calcium hydroxide.
▪ This difference has a significant impact on the mechanical and chemical
properties of the resulting geopolymer concrete, and also renders it more
resistant to heat, water ingress, alkali–aggregate reactivity, and other types
of chemical attack 3&5.
▪ In the case of geopolymers made from fly ash, the role of calcium in these
systems is very important, because its presence can result in flash setting
and therefore must be carefully controlled 5.
▪ The source material is mixed with an activating solution that provides the
alkalinity (sodium hydroxide or potassium hydroxide are often used)
needed to liberate the Si and Al and possibly with an additional source of
silica (sodium silicate is most commonly used).
▪ The temperature during curing is very important, and depending
upon the source materials and activating solution, heat often must be
applied to facilitate polymerization, although some systems have
been developed that are designed to be cured at room temperature
2&3.
▪ The necessity of Geopolymer Concrete, the Constituents, Properties,
Applications and Limitations are discussed in detail in this paper. II
NECESSITY OF GEOPOLYMER CONCRETE
▪ Construction is one of the fast growing fields worldwide.
▪ As per the present world statistics, every year around
260,00,00,000 Tons of Cement is required.
▪ This quantity will be increased by 25% within a span of another 10
years.
▪ Since the Lime stone is the main source material for the ordinary
Portland cement an acute shortage of limestone may come after 25
to 50 years.
▪ More over while producing one ton of cement, approximately one
ton of carbon di oxide will be emitted to the atmosphere, which is
a major threat for the environment.
▪ In addition to the above huge quantity of energy is also required
for the production of cement.
▪ Hence it is most essential to find an alternative binder.
▪ The Cement production generated carbon di oxide, which pollutes
the atmosphere.
▪ The Thermal Industry produces a waste called flyash which is
simply dumped on the earth, occupies larges areas.
▪ The waste water from the Chemical Industries is discharged into
the ground which contaminates ground water.
▪ By producing Geopolymer Concrete all the above mentioned
issues shall be solved by rearranging them.
▪ Waste Fly Ash from Thermal Industry + Waste water from
Chemical Refineries = Geo polymer concrete.
▪ Since Geopolymer concrete doesn’t use any cement, the
production of cement shall be reduced and hence the pollution of
atmosphere by the emission of carbon di oxide shall also be
minimized.
CONSTITUENTS OF GEOPOLYMER CONCRETE
▪ The following are the constituents of Geopolymer concrete
1. Fly Ash- rich in Silica and Aluminium
2. Sodium Hydroxide or Potassium Hydroxide
3. Sodium Silicate or Potassium Silicate
PROPERTIES OF GEOPOLYMER CONCRETE
▪ The superior properties of Geopolymer concrete, based on Prof.
B. Vijaya Rangan and Hardijito, are
1. sets at room temperature
2. non toxic, bleed free
3. long working life before stiffening
4. impermeable
5. higher resistance to heat and resist all inorganic solvents
6. higher compressive strength
APPLICATIONS
▪ In the short term, there is large potential for geopolymer concrete
applications for bridges, such as precast structural elements and decks as
well as structural retrofits using geopolymer-fiber composites.
▪ Geopolymer technology is most advanced in precast applications due to
the relative ease in handling sensitive materials (e.g., high-alkali
activating solutions) and the need for a controlled high-temperature
curing environment required for many current geopolymer.
▪ Other potential nearterm applications are precast pavers & slabs for
paving, bricks and precast pipes.
LIMITATIONS
▪ The followings are the limitations
▪ Bringing the base material fly ash to the required location
▪ High cost for the alkaline solution
▪ Safety risk associated with the high alkalinity of the activating
solution.
▪ Practical difficulties in applying Steam curing / high temperature
curing process Considerable research is ongoing to develop
geopolymer systems that address these technical hurdles.
CONCLUSION
▪ User-friendly geopolymer concrete can be used under conditions similar
to those suitable for ordinary portland cement concrete.
▪ These constituents of Geopolymer Concrete shall be capable of being
mixed with a relatively low-alkali activating solution and must be curable
in a reasonable time under ambient conditions.
▪ The production of versatile, cost-effective geopolymer concrete can be
mixed and hardened essentially like portland cement. Geopolymer
Concrete shall be used in repairs and rehabilitation works.
▪ Due to the high early strength Geopolymer Concrete shall be effectively
used in the precast industries, so that huge production is possible in short
duration and the breakage during transportation shall also be minimized.
▪ The Geopolymer Concrete shall be effectively used for the beam column
junction of a reinforced concrete structure.
▪ Geopolymer Concrete shall also be used in the Infrastructure works
▪ In addition to that the Flyash shall be effectively used and hence no
landfills are required to dump the flyash.
▪ The government can make necessary steps to extract sodium hydroxide and
sodium silicate solution from the waste materials of chemical industries, so
that the cost of alkaline solutions required for the geopolymer concrete
shall be reduced.
REFERENCES
[1]. Davidovits, J. 1984. “Pyramids of Egypt Made of Man- Made
Stone, Myth or Fact?” Symposium on Archaeometry 1984.
Smithsonian Institution, Washington, DC.
[2]. Davidovits, J. 2008. Geopolymer Chemistry and Applications.
Institut Géopolymère, Saint-Quentin, France.
[3]. Geopolymer Institute. 2010. What Is a Geopolymer?
Introduction. Institut Géopolymère, SaintQuentin, France.
Accessed on January 29, 2010, at
http://www.geopolymer.org/science/introduction.
[4]. Hardjito, D., S. Wallah, D. M. J. Sumajouw, and B. V. Rangan.
2004. “On the Development of Fly Ash– Based Geopolymer
Concrete.” ACI Materials Journal, vol. 101, no. 6.
[5]. Rangan, B. V.. “Low-Calcium, Fly-Ash-Based Geopolymer
Concrete.” Concrete Construction Engineering Handbook. Taylor
and Francis Group, Boca Raton, FL, 2008.
[6]. Lloyd, N., and V. Rangan. 2009. “Geopolymer Concrete—
Sustainable Cementless Concrete.” ACI Special Publication SP-261,
10th ACI International Conference on Recent Advances in Concrete
Technology and Sustainability Issues. American Concrete Institute,
Farmington Hills, MI.
Thank You!!

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Geopolymer concrete

  • 2. INTRODUCTION ▪ The name geopolymer was formed by a French Professor Davidovits in 1978 to represent a broad range of materials characterized by networks of inorganic molecules (Geopolymer Institute 2010)1, 2 &3. ▪ The geopolymers depend on thermally activated natural materials like Meta kaolinite or industrial byproducts like fly ash or slag to provide a source of silicon (Si) and aluminum (Al). ▪ Water is not involved in the chemical reaction of Geopolymer concrete and instead water is expelled during curing and subsequent drying.
  • 3. ▪ This is in contrast to the hydration reactions that occur when Portland cement is mixed with water, which produce the primary hydration products calcium silicate hydrate and calcium hydroxide.
  • 4. ▪ This difference has a significant impact on the mechanical and chemical properties of the resulting geopolymer concrete, and also renders it more resistant to heat, water ingress, alkali–aggregate reactivity, and other types of chemical attack 3&5. ▪ In the case of geopolymers made from fly ash, the role of calcium in these systems is very important, because its presence can result in flash setting and therefore must be carefully controlled 5. ▪ The source material is mixed with an activating solution that provides the alkalinity (sodium hydroxide or potassium hydroxide are often used) needed to liberate the Si and Al and possibly with an additional source of silica (sodium silicate is most commonly used).
  • 5. ▪ The temperature during curing is very important, and depending upon the source materials and activating solution, heat often must be applied to facilitate polymerization, although some systems have been developed that are designed to be cured at room temperature 2&3. ▪ The necessity of Geopolymer Concrete, the Constituents, Properties, Applications and Limitations are discussed in detail in this paper. II
  • 6. NECESSITY OF GEOPOLYMER CONCRETE ▪ Construction is one of the fast growing fields worldwide. ▪ As per the present world statistics, every year around 260,00,00,000 Tons of Cement is required. ▪ This quantity will be increased by 25% within a span of another 10 years. ▪ Since the Lime stone is the main source material for the ordinary Portland cement an acute shortage of limestone may come after 25 to 50 years.
  • 7. ▪ More over while producing one ton of cement, approximately one ton of carbon di oxide will be emitted to the atmosphere, which is a major threat for the environment. ▪ In addition to the above huge quantity of energy is also required for the production of cement. ▪ Hence it is most essential to find an alternative binder. ▪ The Cement production generated carbon di oxide, which pollutes the atmosphere. ▪ The Thermal Industry produces a waste called flyash which is simply dumped on the earth, occupies larges areas.
  • 8. ▪ The waste water from the Chemical Industries is discharged into the ground which contaminates ground water. ▪ By producing Geopolymer Concrete all the above mentioned issues shall be solved by rearranging them. ▪ Waste Fly Ash from Thermal Industry + Waste water from Chemical Refineries = Geo polymer concrete. ▪ Since Geopolymer concrete doesn’t use any cement, the production of cement shall be reduced and hence the pollution of atmosphere by the emission of carbon di oxide shall also be minimized.
  • 9. CONSTITUENTS OF GEOPOLYMER CONCRETE ▪ The following are the constituents of Geopolymer concrete 1. Fly Ash- rich in Silica and Aluminium 2. Sodium Hydroxide or Potassium Hydroxide 3. Sodium Silicate or Potassium Silicate
  • 10. PROPERTIES OF GEOPOLYMER CONCRETE ▪ The superior properties of Geopolymer concrete, based on Prof. B. Vijaya Rangan and Hardijito, are 1. sets at room temperature 2. non toxic, bleed free 3. long working life before stiffening 4. impermeable 5. higher resistance to heat and resist all inorganic solvents 6. higher compressive strength
  • 11. APPLICATIONS ▪ In the short term, there is large potential for geopolymer concrete applications for bridges, such as precast structural elements and decks as well as structural retrofits using geopolymer-fiber composites. ▪ Geopolymer technology is most advanced in precast applications due to the relative ease in handling sensitive materials (e.g., high-alkali activating solutions) and the need for a controlled high-temperature curing environment required for many current geopolymer. ▪ Other potential nearterm applications are precast pavers & slabs for paving, bricks and precast pipes.
  • 12. LIMITATIONS ▪ The followings are the limitations ▪ Bringing the base material fly ash to the required location ▪ High cost for the alkaline solution ▪ Safety risk associated with the high alkalinity of the activating solution. ▪ Practical difficulties in applying Steam curing / high temperature curing process Considerable research is ongoing to develop geopolymer systems that address these technical hurdles.
  • 13. CONCLUSION ▪ User-friendly geopolymer concrete can be used under conditions similar to those suitable for ordinary portland cement concrete. ▪ These constituents of Geopolymer Concrete shall be capable of being mixed with a relatively low-alkali activating solution and must be curable in a reasonable time under ambient conditions. ▪ The production of versatile, cost-effective geopolymer concrete can be mixed and hardened essentially like portland cement. Geopolymer Concrete shall be used in repairs and rehabilitation works.
  • 14. ▪ Due to the high early strength Geopolymer Concrete shall be effectively used in the precast industries, so that huge production is possible in short duration and the breakage during transportation shall also be minimized. ▪ The Geopolymer Concrete shall be effectively used for the beam column junction of a reinforced concrete structure. ▪ Geopolymer Concrete shall also be used in the Infrastructure works ▪ In addition to that the Flyash shall be effectively used and hence no landfills are required to dump the flyash. ▪ The government can make necessary steps to extract sodium hydroxide and sodium silicate solution from the waste materials of chemical industries, so that the cost of alkaline solutions required for the geopolymer concrete shall be reduced.
  • 15. REFERENCES [1]. Davidovits, J. 1984. “Pyramids of Egypt Made of Man- Made Stone, Myth or Fact?” Symposium on Archaeometry 1984. Smithsonian Institution, Washington, DC. [2]. Davidovits, J. 2008. Geopolymer Chemistry and Applications. Institut Géopolymère, Saint-Quentin, France. [3]. Geopolymer Institute. 2010. What Is a Geopolymer? Introduction. Institut Géopolymère, SaintQuentin, France. Accessed on January 29, 2010, at http://www.geopolymer.org/science/introduction. [4]. Hardjito, D., S. Wallah, D. M. J. Sumajouw, and B. V. Rangan. 2004. “On the Development of Fly Ash– Based Geopolymer Concrete.” ACI Materials Journal, vol. 101, no. 6.
  • 16. [5]. Rangan, B. V.. “Low-Calcium, Fly-Ash-Based Geopolymer Concrete.” Concrete Construction Engineering Handbook. Taylor and Francis Group, Boca Raton, FL, 2008. [6]. Lloyd, N., and V. Rangan. 2009. “Geopolymer Concrete— Sustainable Cementless Concrete.” ACI Special Publication SP-261, 10th ACI International Conference on Recent Advances in Concrete Technology and Sustainability Issues. American Concrete Institute, Farmington Hills, MI.