Durability properties of ternary blended geopolymer concrete under ambient curing

  • Authors

    • Kolli Ramujee
    • Karnatakam Sai Prasad
    • B Narendra Kumar
    2018-03-05
    https://doi.org/10.14419/ijet.v7i2.1.9882
  • Geopolymer Concrete, Fly Ash, GGBS, Wollastonite, Ambient Curing, CompressiveStrength, Durability, Efflorescence.
  • The present paper is an attempt to explore the durability properties of ternary blended geopolymer concrete incorporating fly ash, GGBS, wollastonite as appendage of strength parameters. The Large scale production of cement is triggering environmental problems. This has made the researchers to prefer supplementary cementatious material in fabricating concrete. Fly ash [1], GGBS is a waste material produced by industries used as binder material to way towards the waste utilization. Wollastonite, a naturally occurring mineral can be exploited in geopolymer concrete as a partial replacement of fly ash. G40 grade of geopolymer concrete is used in this study and mix design was built accordingly by replacing fly ash by the combinations of wollastonite and GGBS with suitable alkaline solution and Superplasticizer. A constant 50% of fly ash was used for all the mixes and rest 50% with the combinations of 15%,35%; 25%, 25%; 35%,15% of wollastonite and GGBS respectively .In this present experimental work durability tests (mass loss tests) like resistance to sulphateattack, chloride attack; sorptivity, abrasion resistance were explored for plain mix and optimal mix, which was extracted from previous experimental work of compressive strength properties of ternary blended geopolymer concrete.

  • References

    1. [1] Rangan, B. V. (2008). Fly Ash-Based Geopolymer Concrete. Retrieved 19 November 2008

      [2] Properties (Research Report GC 2). Perth: Faculty of Engineering Curtin University of Technology.

      [3] Davidovits, J. (2005). Geopolymer Chemistry and Sustainable Development. The Poly (sialate) Trminology: A Very Useful and Simple Model for the Promotion and Understanding of Green-Chemistry.

      [4] J. Davidovits (Ed.), Geopolymer, Green Chemistry and Sustainable Development Solutions (pp. 9-15). Saint-Quentin, France: Institute Géopolymèr.

      [5] Hall, C. (1981). Water Movement in Porous Building Materials. 4. The Initial Surface Absorption and the Sorptivity. Building and Environment, 16(3), 201-207.https://doi.org/10.1016/0360-1323(81)90014-7.

      [6] KolliRamujee et al (2014) “Permeability and Abrasion resistance of geopolymer concrete†Indian Concrete Journal (ICJ), vol 88, issue no 12.

      [7] V. BHIKSHMA and T. NAVEEN KUMAR, “Mechanical Properties of Flyash Based Geopolymer Concrete with addition of GGBSâ€, Sustainable Solutions in Structural Engineering and Construction (SSEC), 2014, pp. 451-456.

      [8] Paras S.Pithadiya and Abhay V. Nakum, “Experimental study on Geopolymer Concrete by using GGBSâ€, International Journal of Research in Engineering and Technology, eISSN: 2319-1163, pISSN: 2321-7308, Vol: 04, Issue: 02, Feb- 2015, pp. 185-187.

      [9] S. Kumaravel, “Development of various curing effect of nominal strength Geopolymer concreteâ€, Journal of Engineering Science and Technology Review, 7 (1), April 2014, pp. 116– 119.

      [10] D. Naveen kumar, Dr. K. Ramujee Durability properties of Fiber Reinforced Geopolymer Concrete incorporated with Fly ash and GGBS. International Research Journal of Engineering and Technology (IRJET) Volume: 04 Issue: 11 | Nov -2017.

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  • How to Cite

    Ramujee, K., Sai Prasad, K., & Narendra Kumar, B. (2018). Durability properties of ternary blended geopolymer concrete under ambient curing. International Journal of Engineering & Technology, 7(2.1), 46-50. https://doi.org/10.14419/ijet.v7i2.1.9882