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Experimental Investigation of Sugarcane Bagasse Ash Concrete Under Sodium Hydroxide Solution

Received: 21 October 2016    Accepted: 29 October 2016    Published: 23 November 2016
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Abstract

Sugarcane is one of the main cash crop grown in around 115 countries. The waste produced after its use as raw material is dumped on open lands. Detail estimation of sugarcane bagasse ash (SCBA) production on basis of sugarcane production all over as well as mainly in India is carried out in this study. Use of SCBA as a supplementary cementitious material adds sustainability to concrete by reducing the CO2 emission during cement production. The positive effects of SCBA as a partial replacement of cement on the mechanical properties of concrete are recognized through different researches; however, the overall improvement depends on the durability properties of SCBA in cementitious medium. In this study, durability properties of conventional concrete utilizing SCBA sourced from sugar factory site have been investigated. Concrete mixtures with SCBA content ranging from 0% to 30% of total binder were used. The compressive strength, ultrasonic pulse velocity and loss in weight of the concrete specimens were determined after exposure to sodium hydroxide solution. The reactivity of alkali with mixes containing SCBA in terms of expansion was determined by accelerated as well as Indian standard test method. The results demonstrated that incorporation of SCBA as partial replacement of cement improved the resistance to alkali attack on concrete. The SCBA in cement aggregate mix showed reduction in expansion proving the effectiveness of waste SCBA inclusion in cementitious medium.

Published in American Journal of Civil Engineering (Volume 5, Issue 1)
DOI 10.11648/j.ajce.20170501.11
Page(s) 1-8
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Bagasse ash, Cement Concrete, Alkali Attack, Durability

References
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[2] K. Park, S. Kwon, and X. Wang, "Analysis of the effects of rice husk ash on the hydration of cementitious materials," Construction and Building Materials, vol. 105, pp. 196-205, February 2016.
[3] N. Chousidis, E. Rakanta, I. Ioannou, and G. Batis, "Mechanical properties and performance of reinforced concrete containing fly ash," Construction and Building Materials, vol. 101 (part 1), pp. 810-817, December 2015.
[4] Q. Li, H. Geng, Z. Shui, and Y. Huang, "Effect of metakaolin addition and sea water mixing on the properties and hydration of concrete," Applied Clay Science, vol. 115, pp. 51-60, October 2015.
[5] M. O'Connell, C. McNally, and M. Richardson, "Peformance of concrete incorporating GGBS in aggressive wastewater environments," Construction and Building Materials, vol. 27(1), pp. 368-374, February 2012.
[6] S. T. Lee, H. Y. Moon, R. D. Hooton, and J. P. Kim, "Effect of solution concentrations and replacement levels of metakaolin on the resistance of mortars exposed to magnesium sulfate solutions," Cement and Concrete Research, vol. 35(7), pp. 1314–1323, July 2005.
[7] M. Frias, E. Villar, and H. Savastano,"Brazilian sugar cane bagasse ashes from the cogeneration industry as active pozzolans for cement manufacture," Cement and Concrete Composites, vol. 33(4), pp. 490-496, April 2011.
[8] A. Bahurudeen, A. V. Marckson, A. Kishore, and M. Santhanam,"Development of sugarcane bagasse ash based Portland pozzolana cement and evaluation of compatibility with superplasticizers," Construction and Building Materials, vol. 68, pp. 465-475, October 2014.
[9] S. Rukzon, and P. Chindaprasirt, "Utilization of bagasse ash in high-strength concrete," Materials and Design, vol. 34, pp. 45-50, February 2012.
[10] K. Kishore, "Alkali-silica reaction in concrete,"Irrigation and Power Journal, vol. 49(4), pp. 27-30, October 1992.
[11] J. E. Gillott, and H. Wang, "Improved control of alkali-silica reaction by combined use of admixtures" Cement and Concrete Research, vol. 23(4), pp. 973-980, June 1993.
[12] FAOSTAT (Food and Agriculture Organization of The United Nations Statistics Division) (2011) Crops production: Economic and Social Development Department, Rome, Italy.
[13] ICAR (Indian Council of Agricultural Research) Statistics (2011) Sugarcane Breeding Institute, Coimbatore, India.
[14] IS 383, Specification for coarse and fine aggregates from natural sources for concrete, Bureau of Indian Standards, India, 2002.
[15] N. Amin,"Use of bagasse ash in concrete and its impact on the strength and chloride resistivity," Journalof Materials in Civil Engineering, vol. 23(5), pp.717-720, May 2011.
[16] IS 10262, Recommended guidelines for concrete mix design, Bureau of Indian Standards, India, 2009.
[17] IS 516, Method of test for strength of concrete, Bureau of Indian Standards, India, 2004.
[18] IS 13311, Non-destructive testing of concrete-Methods of test, Part 1-Ultrasonic pulse velocity, Bureau of Indian Standards, India, 2004.
[19] IS: 2386, Methods of test for aggregates for concrete, Part VII- Alkali Aggregate Reactivity, Bureau of Indian Standardss, India,1963.
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  • APA Style

    Sachin Mulay, Gaurang Vesmawala, Yogesh Patil, Vikas Gholap. (2016). Experimental Investigation of Sugarcane Bagasse Ash Concrete Under Sodium Hydroxide Solution. American Journal of Civil Engineering, 5(1), 1-8. https://doi.org/10.11648/j.ajce.20170501.11

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    ACS Style

    Sachin Mulay; Gaurang Vesmawala; Yogesh Patil; Vikas Gholap. Experimental Investigation of Sugarcane Bagasse Ash Concrete Under Sodium Hydroxide Solution. Am. J. Civ. Eng. 2016, 5(1), 1-8. doi: 10.11648/j.ajce.20170501.11

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    AMA Style

    Sachin Mulay, Gaurang Vesmawala, Yogesh Patil, Vikas Gholap. Experimental Investigation of Sugarcane Bagasse Ash Concrete Under Sodium Hydroxide Solution. Am J Civ Eng. 2016;5(1):1-8. doi: 10.11648/j.ajce.20170501.11

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  • @article{10.11648/j.ajce.20170501.11,
      author = {Sachin Mulay and Gaurang Vesmawala and Yogesh Patil and Vikas Gholap},
      title = {Experimental Investigation of Sugarcane Bagasse Ash Concrete Under Sodium Hydroxide Solution},
      journal = {American Journal of Civil Engineering},
      volume = {5},
      number = {1},
      pages = {1-8},
      doi = {10.11648/j.ajce.20170501.11},
      url = {https://doi.org/10.11648/j.ajce.20170501.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170501.11},
      abstract = {Sugarcane is one of the main cash crop grown in around 115 countries. The waste produced after its use as raw material is dumped on open lands. Detail estimation of sugarcane bagasse ash (SCBA) production on basis of sugarcane production all over as well as mainly in India is carried out in this study. Use of SCBA as a supplementary cementitious material adds sustainability to concrete by reducing the CO2 emission during cement production. The positive effects of SCBA as a partial replacement of cement on the mechanical properties of concrete are recognized through different researches; however, the overall improvement depends on the durability properties of SCBA in cementitious medium. In this study, durability properties of conventional concrete utilizing SCBA sourced from sugar factory site have been investigated. Concrete mixtures with SCBA content ranging from 0% to 30% of total binder were used. The compressive strength, ultrasonic pulse velocity and loss in weight of the concrete specimens were determined after exposure to sodium hydroxide solution. The reactivity of alkali with mixes containing SCBA in terms of expansion was determined by accelerated as well as Indian standard test method. The results demonstrated that incorporation of SCBA as partial replacement of cement improved the resistance to alkali attack on concrete. The SCBA in cement aggregate mix showed reduction in expansion proving the effectiveness of waste SCBA inclusion in cementitious medium.},
     year = {2016}
    }
    

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    AU  - Sachin Mulay
    AU  - Gaurang Vesmawala
    AU  - Yogesh Patil
    AU  - Vikas Gholap
    Y1  - 2016/11/23
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    N1  - https://doi.org/10.11648/j.ajce.20170501.11
    DO  - 10.11648/j.ajce.20170501.11
    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
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    EP  - 8
    PB  - Science Publishing Group
    SN  - 2330-8737
    UR  - https://doi.org/10.11648/j.ajce.20170501.11
    AB  - Sugarcane is one of the main cash crop grown in around 115 countries. The waste produced after its use as raw material is dumped on open lands. Detail estimation of sugarcane bagasse ash (SCBA) production on basis of sugarcane production all over as well as mainly in India is carried out in this study. Use of SCBA as a supplementary cementitious material adds sustainability to concrete by reducing the CO2 emission during cement production. The positive effects of SCBA as a partial replacement of cement on the mechanical properties of concrete are recognized through different researches; however, the overall improvement depends on the durability properties of SCBA in cementitious medium. In this study, durability properties of conventional concrete utilizing SCBA sourced from sugar factory site have been investigated. Concrete mixtures with SCBA content ranging from 0% to 30% of total binder were used. The compressive strength, ultrasonic pulse velocity and loss in weight of the concrete specimens were determined after exposure to sodium hydroxide solution. The reactivity of alkali with mixes containing SCBA in terms of expansion was determined by accelerated as well as Indian standard test method. The results demonstrated that incorporation of SCBA as partial replacement of cement improved the resistance to alkali attack on concrete. The SCBA in cement aggregate mix showed reduction in expansion proving the effectiveness of waste SCBA inclusion in cementitious medium.
    VL  - 5
    IS  - 1
    ER  - 

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Author Information
  • Applied Mechanics Department, SardarVallabhbhai National Institute of Technology, Surat, Gujarat, India

  • Applied Mechanics Department, SardarVallabhbhai National Institute of Technology, Surat, Gujarat, India

  • Applied Mechanics Department, SardarVallabhbhai National Institute of Technology, Surat, Gujarat, India

  • Department of Civil Engineering, Pravara Rural Engineering College, Loni, Maharashtra, India

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