A Study on Porous Sealing Efficacy of hydrophilic Admixture on Blended Cement Concrete

  • Authors

    • L Krishnaraj
    • P T. Ravichandran
    • M V.A.Karthik
    • N Satheeshram Avudaiyappan
    • . .
    2018-04-03
    https://doi.org/10.14419/ijet.v7i2.12.11514
  • Crystalline, permeability, admixture, GGBS, capillary, porous, waterproof.
  • The life of the concrete is strongly influenced by durability parameters. The permeability is one of the main characteristics influencing the durability of concrete. The concrete is more permeable due to the ingress of water, oxygen, chloride, sulphate, and other potential deleterious substances. The durability of concrete is mainly affected by pore structure system of concrete and addingthe supplementary cementitious materials (SCM), such as fly ash, slag cement, and silica fume can be decrease permeability. Crystalline technology enhances the strength of concrete by filling the poresand micro-cracks with non-dissolvable substances. To study the efficiency of crystalline formation in concrete in terms of more permeable should be guaranteed through a specific technique.The effectiveness of crystalline waterproofing system with partial replacement cement by GGBS is studiedin terms of strength and durability. The performance of the two different types of crystalline waterproofing integral admixtures has been studied for compressive strength, Split tensile strength, workability, water permeability, Rapid chloride permeability test and porosity in this paper.The early strength increased in GGBS with crystalline admixture concretes compare to the control concrete. No significant strength reduction is observed in GGBS concretes with crystalline admixture when replaced with 20% and 40% of cement than control concrete.

     

     

  • References

    1. [1] Meikandaan T.P (2012), ‘The effect of admixture on permeability of Concrete’, International Journal of Computer Trends and Technology, Vol. 3, Issue. 6, No. 2, pp. 50-59.

      [2] Prajapati H.T and Arora N.K (2011), ‘A study on oxygen permeability of concrete containing different water proofing admixtures and cementations materials’, International Journal of Advanced Engineering Research and Studies, Vol. 1, Issue. 1, pp. 55-58.

      [3] Siddharth PUpadhyay and Jamnu. M. A (2014), “Effect on compressive strength of high performance concrete incorporating Alccofine and Fly ashâ€, Journal of International academic research for multidisciplinary, Vol. 2, Issue 2, pp 125-130.

      [4] SaurabhBorle and Ghadge A.N. (2016), ‘Comparative Study of Conventional and Modern Waterproofing Techniques’, International Journal of Engineering Research, Vol.5, Issue Special 1, pp. 32-36.

      [5] NavritBhandari., Harry Sidhu. And Sanjay K Sharma. (2016), ‘To Determine the Efficacy of Crystalline Waterproofing System in Concrete’, International Research Journal of Engineering and Technology, Vol.03 Issue.08, pp.2129-2134.

      [6] Karthik J. and Jagannathan P. (2015), ‘Study of strength parameter of concrete by replacing cement by flyash enriched with microbial agents’, International Research Journal of Engineering and Technology, Vol. 2, Issue. 01, pp. 1-5.

      [7] ReshmaRughooputh and JaylinaRana.(2014), ‘Partial Replacement of Cement by Ground Granulated Blast furnace Slag in Concrete’, Journal of Emerging Trends in Engineering and Applied Sciences,pp.340-343.

      [8] IS 269 (2015), ‘Specification for 53 grade Ordinary Portland Cement’, Bureau of Indian Standard, New Delhi.

      [9] IS 12089, ‘Specification for granulated slag for the manufacture of Portland slag cement’, Bureau of Indian Standard, New Delhi.

      [10] IS 383 (1970), ‘Specification for Coarse and Fine Aggregates from Natural Sources for Concrete’, Bureau of Indian Standard, New Delhi.

      [11] IS 2386-3, ‘Methods of test for aggregates for concrete’, Part 3: Specific gravity, density, voids, absorption and bulking, Bureau of Indian Standard, New Delhi.

      [12] IS 456 (2000), ‘Plain and Reinforced Concrete’, Bureau of Indian Standard, New Delhi.

      [13] IS 10262 (1982), ‘Guidelines for mix design’, Bureau of Indian Standard, New Delhi.

      [14] IS 7320 (1974), ‘Specification for Concrete Slump test’, Bureau of Indian Standard, New Delhi.

      [15] IS 5515 (1983), ‘Specification for Compaction factor apparatus’, Bureau of Indian Standard, New Delhi.

      [16] IS 516(1959), Reaffirmed (2004), ‘Method of tests for Strength of concrete’, Bureau of Indian Standard, New Delhi.

      [17] IS 5816 (1999), Reaffirmed (2004), ‘Splitting Tensile Strength of concrete – Method of Test’, Bureau of Indian Standard, New Delhi.

      [18] IS 3085 (1965), Reaffirmed (2002), ‘Method of tests for Permeability of Cement mortar and concrete’, Bureau of Indian Standard, New Delhi.

      [19] ASTM C1202, ‘Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration’, ASTM International, United States.

      [20] ASTM C642-13, ‘Standard Test Method for Density, Absorption, and Voids in Hardened Concrete’, ASTM International, United States.

      [21] Arivalagan S. (2014), ‘Sustainable Studies on Concrete with GGBS as a Replacement Material in Cement’, Jordan Journal of Civil Engineering, Vol. 8, No. 3, pp.263-270.

      [22] Meyer. L. M. and Perenchio. W. F (1980), “Theory of concrete slump loss related to the use of chemical admixturesâ€. Research and Development Bulletin RD069.01T, Portland cement Association, Skokie, Ill., pp. 8.

      [23] AshfiRahman and Harjinder Singh (2015), ‘Effect of mineral admixtures on characteristics of high strength concrete’, International Journal of Research in Engineering and Technology, Vol. 04 Issue.02, pp.610-614.

      [24] W. Wongkeoa, P. Thongsanitgarna, K. Pimraksab, A. Chaipanicha (2012), “Compressive strength, flexural strength and thermal conductivity of autoclaved concrete block made using bottom ash as cement replacement materials,†Materials and Design, vol. 35, pp. 434-439.

      [25] EzgiYurdakul., Peter Taylor.AndHalilCeylan. (2014) ‘Evaluation of the fresh and hardened properties of concrete mixtures containing hydrophilic and hydrophobic types of permeability-reducing admixtures to develop a standard testing protocol’, National Concrete Pavement Technology Center, Iowa State University.

      [26] Geetha A. And Perumal P. (2011), ‘Chemical Reaction of Waterproofing Admixtures on the Corrosion Behavior of Reinforced Cement Concrete’, Asian Journal of Chemistry, Vol. 23, No. 11, pp. 5145-5148.

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    Krishnaraj, L., T. Ravichandran, P., V.A.Karthik, M., Satheeshram Avudaiyappan, N., & ., . (2018). A Study on Porous Sealing Efficacy of hydrophilic Admixture on Blended Cement Concrete. International Journal of Engineering & Technology, 7(2.12), 446-450. https://doi.org/10.14419/ijet.v7i2.12.11514