Durability Behavior of Self Compacting Concrete Made with Recycled Concrete Aggregate

  • Authors

    • T. V. Arul Prakash
    • Dr. M. Natarajan
    • Dr. T. Senthil Vadivel
    • Dr. V.Karthik
    • . .
    2018-09-02
    https://doi.org/10.14419/ijet.v7i3.35.29139
  • Recycled aggregates, Self compacting concrete, Durability parameters.
  • Abstract

    This article presents the influence of the Recycled Concrete Aggregate (RCA) on the durability behavior of self-compacting fly ash concrete (M30 Grade). The RCA from local construction demolition site wereemployed as a replacement for natural coarse aggregate (0% - 30%) in self-compacting concrete(SCC). The Viscosity modifying material used in this study was Class F fly ash. Different kinds of tests were conducted on the concrete specimens such as water absorption test, sulphate attack, chloride attack, carbonation test,sorptivity test, etc., When the durability behavior was taken into consideration,the summary of results indicate that recycled concrete aggregate different percentage of replacements as the optimal percentagein the manufacture of SCC without much affecting strength and durability.

     

  • References

    1. [1] J.J. Xiao, W.G. Li, Y.H. Fan, X. Huang, (2012), “An overview of study on recycled aggregate concrete in China (1996-2011),†Constr. Build. Mater. 31, pp. 364-383.

      [2] P.J. Gluzhge, (1946), “The work of scientific research institute,†GidrotekhnicheskoyeStroitel'stvo 4 pp. 27-28.

      [3] EFNARC (2002), “Specification and guidelines for self-compacting concrete,†European Federation of Producers and Applicators of Specialist Products for Structures.

      [4] AloiaSchwartzentruber L.D, Le Roy R. and Cordin J, (2006) “Rheological behaviour of fresh cement pastes formulated from a Self Compacting Concrete (SCC),†Cement and Concrete Composites , vol. 36, pp. 1203-1213.

      [5] E. Anastasiou, K. Georgiadis Filikas, M. Stefanidou., (2014). “Utilization of fine recycled aggregates in concrete with fly ash and steel slag,†Construction and Building Materials, vol. 50, pp. 154–161.

      [6] C. Marthong and T. P. Agrawal, (2012), “Effect of Fly Ash Additive on Concrete Properties,†International Journal of Engineering Research and Applications (IJERA), ISSN: 2248-9622, vol. 2, Issue 4, pp. 1986-1991.

      [7] R. Anuradha, v. sreevidya, r. venktasubramani and B. V Rangan (2012) “Modified guidelines for geopolymer concrete mix design using Indian Standards,†Asian Journal of Civil Engineering, vol. 13, no. 3, pp. 353-364.

      [8] Malhotra V,M., (2002), “Introduction: Sustainable development and concrete technology,†ACI Concrete International, vol. 24, no.7.

      [9] Dhir, R.K., Limbachya, M.C., and Leelawat, T., (1999), “Suitability of recycled Concrete Aggregates in concrete,†Magazine of Concrete Research, vol. 52, no. 4, pp. 235 – 242.

      [10] Prakash, K.B., and Manjunath, M. (2006), “Effect of replacement of natural aggregates by recycled aggregates on properties of concrete,†Materials and structures, vol. 82, no. 7, pp 320 – 330.

      [11] Ravindrarajah, M., (1987), “Suitability of recycled concrete aggregates for use in concrete,†Journal of the Institution of Engineers (India), vol. 14, pp. 34 –40.

      [12] Zoran., (2008), “Properties of Self Compacting Concrete Different Types of Additives,†Architecture and Civil Engineering, vol. 6, no. 2, pp. 173-177.

      [13] Pai. B.H.V., (2014), “Experimental Study on Self Compacting Concrete Containing Industrial By products,†European Scientific Journal, vol. 10, no. 12, pp. 292-300.

      [14] Gritsada Sua-iam, NattMakul., (2013), “Use of recycled alumina as fine aggregate replacement in Self-Compacting concrete,†Construction and Building Materials, vo. 47, pp. 701–710.

      [15] Paratibha Aggarwal., (2008), “Self Compacting Concrete – Procedure for Mix Design.,†Leonardo Electronic Journal of Practices and Technologies, vol. 12, pp. 15-24.

      [16] Hui Zhaoa, Wei Svun , Xiaoming Wub and Bo Gao., (2015), “The properties of the Self-Compacting concrete with fly ash and ground granulated blast furnace slag mineral admixtures,†Journal of Cleaner Production, vol. 1, pp. 25-34.

      [17] Mucteba Uysal, Mansur Sumer., (2011), “Performance of self - compacting concrete containing different mineral admixtures,†Construction and Building Materials, vol. 25. No. 11, pp. 4112–4120.

      [18] Edwin Fernando, Vandana C.J, Indu.G.nair, (2014), “Experimental investigation of self-compacting concrete with copper slag,†International Journal of Engineering Research and Applications (ISSN:2248-9622), pp. 92-97.

      [19] Anant Patel, Prashant Bhuva, Elizabeth George, Darshana Bhatt, (2011), “Compressive strength and Modulus of Elasticity of self compacting concrete,†National conference on Recent trends in Engineering andTechnology.

      [20] M. Iyappan and Dr. A. Jagannathan, (2014), “High strength self compacting concrete with nano silica,†International Journal of Emerging Trendsin Engineering and Development, vol 5, Issue 4, pp. 163-168.

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  • How to Cite

    V. Arul Prakash, T., M. Natarajan, D., T. Senthil Vadivel, D., V.Karthik, D., & ., . (2018). Durability Behavior of Self Compacting Concrete Made with Recycled Concrete Aggregate. International Journal of Engineering & Technology, 7(3.35), 16-21. https://doi.org/10.14419/ijet.v7i3.35.29139

    Received date: 2019-05-03

    Accepted date: 2019-05-03

    Published date: 2018-09-02