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Silica fume concrete

Silica fume concrete. Presented by Satish satyarthy Sunil. INTRODUCTION. Silica fume is also referred to as micro silica or condensed silica fume but the term silica fume has been generally accepted The addition of ultra fine particles in concrete improves strength of concrete

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Silica fume concrete

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  1. Silica fume concrete Presented by Satishsatyarthy Sunil

  2. INTRODUCTION • Silica fume is also referred to as micro silica or condensed silica fume but the term silica fume has been generally accepted • The addition of ultra fine particles in concrete improves strength of concrete • The optimum proportion of silica fume is found in between 20% and 25% by weight of concrete • Silica Fume when react with calcium hydroxide on hydration of cement produces calcium silicate hydrate which has good binding properties.

  3. CHARACTERISTICS OF SILICA FUME 1 Physical Properties • Diameter is about 0.1 μ to 0.2 μ • Surface area about 30,000 m²/kg • Densityvaries from 150 to 700 kg/m³ • When its density is about 550 kg/m³ it is the best suited as concrete additive

  4. 2 Chemical Composition • Contains more than 90% silicon dioxide • Other constituents are carbon, sulphur and oxides of aluminium, iron, calcium, magnesium, sodium and potassium

  5. PROPERTIES OF SILICA FUME CONCRETE 1 Properties of Fresh Concrete • Too much silica fumes cause the concrete to become sticky and thus reduces the workability. • Silica fume addition up to 15% by weight of cement does not result in any loss of workability.

  6. 2 Properties of Hardened Concrete A Compressive Strength • There is a marked increase in compressive strength, with the use of silica fume.

  7. High-Strength Silica-Fume Concrete

  8. B Flexural Strength • Silica fume concrete has a gain in flexural strength from 5th to 20th days • Upon filling the voids, silica fume densifies the mix, this increases the tensile strength of concrete and hence there is a increase in flexural strength

  9. Flexural Strength of Silica Fume Concrete

  10. C. Elastic Modulus For silica fume concrete the strain at failure was more or less equal to that of ordinary concrete. This means that the modulus of elasticity is substantially higher than that of normal concrete

  11. Stress Strain Curves for Silica Fume Concrete

  12. DURABILITY OF SILICA FUME CONCRETE Resistance to Chemical Attack • Silica fume checks sulphate attack by • Being very fine, it reduces permeability and the entry of sulphate ions. • By consuming the calcium hydroxide in course of pozzolanic action, it checks conversion of mono-sulphoaluminate into ettringite.

  13. Resistance Against Acidic Environment • Silica fume reacts with lime present in paste matrix. Lime is considered as a dangerous compound, as it reacts with various chemicals causing expansion. • Silica fume mortar has a better pore structure which vastly reduces permeability. • Addition of silica fume as a partial replacement of cement reduces C3A content of the paste. C3A is seemed to react with acids causing expensive products.

  14. ADVANTAGES • Silica fume improves the properties of fresh and hardened concrete • Fresh concrete made with silica fume is more cohesive • Silica fume reduces segregation and bleeding • Silica fume improves the durability of concrete • Lack of bleeding allows a more efficient finishing process

  15. PROBLEMS WITH THE USE OF SILICA FUME • Availability • Handling problem • Cost

  16. APPLICATIONS • Silica Fume is now widely used for high strength structures

  17. CASE STUDY OF SOME STRUCTURE…

  18. Key Bank Tower Cleveland, High-strength (83 MPa), high-modulus (47 GPa) concrete columns were specified at the corners of this structure to stiffen against wind sway.

  19. Capital South Parking Structure, Columbus

  20. KinzuaDamWestern Pennsylvania

  21. Nuclear Waste Storage Facility Hanford

  22. CONCLUSION • The use of silica fume give rise to an increase in the fresh as well as hardened properties of concrete, with less cement and a concrete having better resistance for freezing and thawing than ordinary concrete • Durability is improved through significant improvement in resistance to chemical attack. The chief reasons for this are reduced permeability and reduced levels of calcium hydroxide • Reinforcement corrosion is vastly reduced due to improved permeability, increased resistivity and improved tensile strength.

  23. REFERENCES 1. Silica Fume Association <http//:www.silicafume.org> 2. www.concretec.com 3. www.asce/silicafume.org

  24. THANKS

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