| Peer-Reviewed

Investigation of Partial Replacement of Sand by Blending Glass and Rubber Aggregates

Received: 21 September 2022    Accepted: 17 October 2022    Published: 28 October 2022
Views:       Downloads:
Abstract

The continued disposal of waste glass and waste car tyres have become a nuisance to communities and threaten the environmental sustainability of the world. Therefore, recycling waste glass and rubber materials for application in concrete production can become one of the positive means of managing the waste crisis in the world from discarded waste glass and waste car tyres. This paper reports on the performance strength of concrete by investigating a mixture of waste glass and waste rubber tyre crumbs as an alternative fine aggregate replacement of sand. A blend of equally mixed waste glass (50%) and crumbs from waste rubber tyres (50%) was made. One hundred and eighty (180) concrete specimens in 50 mm by 50 mm cylinders moulds of varying replacement of sand aggregate of: 0%; 10%; 20%; 30%; and 40% by weight were prepared. The specimens were made by design mixes of 1:2 and 1:3 of cement to blend of waste glass combined with waste rubber to sand by weight. Such specimens were cured for 7, 14 and 28 days before determining the unconfined comprehensive, flexural and tensile strengths. The results showed that a mixture of waste glass and crumbs from rubber car tyres as partial replacement of sand were more than the referral conventional concrete at all the replacement levels of the natural sand fine aggregate. The study forms the basis for further research; replication of this study could yield rich lessons for concrete production using blended or mixed wastes of glass and rubber.

Published in Journal of Civil, Construction and Environmental Engineering (Volume 7, Issue 5)
DOI 10.11648/j.jccee.20220705.11
Page(s) 86-92
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

Mixed Waste, Waste Glass and Rubber, Concrete, Recycling, Environment

References
[1] G. O. Bamigboyea, D. E. Basseya, D. O. Olukannia, B. U. Ngenea, D. Adegokea, M. A. Kareemb, A. O. Odetoyan, D. O. Enabulelea, A. T. Nworgua, “Waste materials in highway applications: An overview on generation and utilization implications on sustainability” Journal of Cleaner Production, Vol. 283, 10 February 2021, 124581.
[2] P. Turgut, and E. S. Yahlizade, “Research into Concrete Blocks with Waste Glass”, International Journal of Civil and Environmental Engineering 1: 4 2009. 67, 1999.
[3] S. C., Jagadale, K., Rajkumar, R. P., Chavan, D. N. Shinde, and C. L. Patil, “Environmental concern of pollution in rubber industry,” International Journal of Research in Engineering and Technology, vol. 4, no. 11, pp. 187-191, 2015.
[4] A. Sofi “Effect of waste tyre rubber on mechanical and durability properties of concrete – A review A. Ain Shams Engineering Journal, Vol. 9, Jan 2018 pp. 2691-2700.
[5] A. Mohajerania., L. Burnetta, J. V. Smitha, S. Markovskia, G. Rodwella, M. T. Rahmana H. Kurmusa, M. Mirzababaeib, A. Arulrajahc, S. Horpibulsuk, F. Maghoolc “Recycling waste rubber tyres in construction materials and associated environmental considerations: A review” Resources, Conservation and Recycling, Vol. 155, April 2020, 104679.
[6] W. Ferdous, A. Manalo, R. Siddique, P. Mendis, Y. Hong, S. Wong, W. Lokuge, T. Aravinthan, P. Schubel “Recycling of landfill wastes (tyres, plastics and glass) in construction – A review on global waste generation, performance, application and future opportunities” Resources, Conservation and Recycling, Vol. 173, October 2021, 105745.
[7] M. M. Balaha, A. A. Badawy, and M. Hashish, “Effect of using ground waste tire rubber as fine aggregate on the behaviour of concrete mixes,” Indian Journal of Engineering and Materials Sciences, vol. 14, no. 6, pp. 427-435, 2007.
[8] S. T. Blessen, C. G. Ramesh, and J. P. Vinu, “Recycling of waste tyre rubber as aggregate in concrete: durability-related performance,” Journal of Cleaner Production, vol. 112, no. 1, pp. 504-513, 2016.
[9] I. Alam, U. A. Mahmood, N. Khattak. “Use of Rubber as Aggregate in Concrete, A Review,” International Journal of Advanced Structures and Geotechnical Engineering, Vol. 4, No. 02, April 2015, pp. 92-96.
[10] N. A. A. Baria, R. Yusuffb, N. Ismailb, A. Jaapara and N. Ahmada. “Factors Influencing the Construction Cost of Industrialized” Building System (IBS) Projects Procedia - Social and Behavioral Sciences Vol. 35, 2012. pp. 689–696.
[11] C. R. Gagg. “Cement and concrete as an engineering material: An historic appraisal and case study analysis.” Engineering Failure Analysis, Vol. 40, May 2014, pp. 114-140.
[12] S. P., Gautam, V. Srivastava, and V. C. Agarwal, “Use of glass wastes as fine aggregate in concrete. Journal of Academic Industrial Research,” vol. 1, no. 6, pp. 320-374, 2012.
[13] Malik, Muzafar Bashir, Sajad Ahmad, Tabish Tariq, Umar Chowdhary Study of Concrete Involving Use of Waste Glass as Partial Replacement of Fine Aggregates M. Iqbal Journal of Engineering Vol. 3, Issue 7 (July. 2013), V6 PP 08-13.
[14] A. Shayan and A. Xu, “Value added utilization of waste glass in concrete”, Cement and Concrete Research, vol-34, pp. 81-89, Jan. 2004.
[15] Corinaldesi, G. Gnappi, G. Moriconi, and A. Montenero, “Reuse of ground waste glass as aggregate for mortars”, Waste Management, vol. 2, pp. 197-201, Jan. 2005.
[16] I. B. Topcu and M. Canbaz, “Properties of Concrete containing waste glass”, Cement and Concrete Research, vol. 34, pp. 267-274, Feb. 2004.
[17] S. Hama, M. Nawar, and A. Alhadithi, “Beneficial role of glass wastes in concrete – a review. Journal of Engineering and Sustainable Development,” vol. 22, no. 2, pp. 137-144, 2018.
[18] Nagarkar, N. (2019). Rubber as a partial replacement to fine aggregate in concrete by waste material. International Research Journal of Engineering and Technology, 6 (2), pp. 2353-2356.
[19] British Standard Institution, BS 812-1 Testing Aggregates Part 1: Methods for Determination of Particle Size and Shape, British Standard Institution (BSI), London, 1975.
[20] L. H. Chuo, J. C. Chang, C. Lu, and M. T. Lee, “Use of waste rubber as concrete additive”, Waste Management and Research, vol. 25, no. 1, pp. 68-76, 2007.
[21] MBS, “Malawi standard cement Part 1: composition, specifications and conformity criteria for common cements”, Malawi Bureau of Standard (MBS), Blantyre, Malawi, 2018.
[22] F. Rajabipour, H. Maraghechi, G. Fischer, “Investigating akali-silica reaction of recycled glass aggregates in concrete materials”, Journal of Materials in Civil Engineering, 22, no. 12, pp. 1201-1208, 2010.
Cite This Article
  • APA Style

    Grant Keeble Kululanga, Blaston Chirwa, Innocent Kafodya, Peter Mbewe. (2022). Investigation of Partial Replacement of Sand by Blending Glass and Rubber Aggregates. Journal of Civil, Construction and Environmental Engineering, 7(5), 86-92. https://doi.org/10.11648/j.jccee.20220705.11

    Copy | Download

    ACS Style

    Grant Keeble Kululanga; Blaston Chirwa; Innocent Kafodya; Peter Mbewe. Investigation of Partial Replacement of Sand by Blending Glass and Rubber Aggregates. J. Civ. Constr. Environ. Eng. 2022, 7(5), 86-92. doi: 10.11648/j.jccee.20220705.11

    Copy | Download

    AMA Style

    Grant Keeble Kululanga, Blaston Chirwa, Innocent Kafodya, Peter Mbewe. Investigation of Partial Replacement of Sand by Blending Glass and Rubber Aggregates. J Civ Constr Environ Eng. 2022;7(5):86-92. doi: 10.11648/j.jccee.20220705.11

    Copy | Download

  • @article{10.11648/j.jccee.20220705.11,
      author = {Grant Keeble Kululanga and Blaston Chirwa and Innocent Kafodya and Peter Mbewe},
      title = {Investigation of Partial Replacement of Sand by Blending Glass and Rubber Aggregates},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {7},
      number = {5},
      pages = {86-92},
      doi = {10.11648/j.jccee.20220705.11},
      url = {https://doi.org/10.11648/j.jccee.20220705.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20220705.11},
      abstract = {The continued disposal of waste glass and waste car tyres have become a nuisance to communities and threaten the environmental sustainability of the world. Therefore, recycling waste glass and rubber materials for application in concrete production can become one of the positive means of managing the waste crisis in the world from discarded waste glass and waste car tyres. This paper reports on the performance strength of concrete by investigating a mixture of waste glass and waste rubber tyre crumbs as an alternative fine aggregate replacement of sand. A blend of equally mixed waste glass (50%) and crumbs from waste rubber tyres (50%) was made. One hundred and eighty (180) concrete specimens in 50 mm by 50 mm cylinders moulds of varying replacement of sand aggregate of: 0%; 10%; 20%; 30%; and 40% by weight were prepared. The specimens were made by design mixes of 1:2 and 1:3 of cement to blend of waste glass combined with waste rubber to sand by weight. Such specimens were cured for 7, 14 and 28 days before determining the unconfined comprehensive, flexural and tensile strengths. The results showed that a mixture of waste glass and crumbs from rubber car tyres as partial replacement of sand were more than the referral conventional concrete at all the replacement levels of the natural sand fine aggregate. The study forms the basis for further research; replication of this study could yield rich lessons for concrete production using blended or mixed wastes of glass and rubber.},
     year = {2022}
    }
    

    Copy | Download

  • TY  - JOUR
    T1  - Investigation of Partial Replacement of Sand by Blending Glass and Rubber Aggregates
    AU  - Grant Keeble Kululanga
    AU  - Blaston Chirwa
    AU  - Innocent Kafodya
    AU  - Peter Mbewe
    Y1  - 2022/10/28
    PY  - 2022
    N1  - https://doi.org/10.11648/j.jccee.20220705.11
    DO  - 10.11648/j.jccee.20220705.11
    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
    SP  - 86
    EP  - 92
    PB  - Science Publishing Group
    SN  - 2637-3890
    UR  - https://doi.org/10.11648/j.jccee.20220705.11
    AB  - The continued disposal of waste glass and waste car tyres have become a nuisance to communities and threaten the environmental sustainability of the world. Therefore, recycling waste glass and rubber materials for application in concrete production can become one of the positive means of managing the waste crisis in the world from discarded waste glass and waste car tyres. This paper reports on the performance strength of concrete by investigating a mixture of waste glass and waste rubber tyre crumbs as an alternative fine aggregate replacement of sand. A blend of equally mixed waste glass (50%) and crumbs from waste rubber tyres (50%) was made. One hundred and eighty (180) concrete specimens in 50 mm by 50 mm cylinders moulds of varying replacement of sand aggregate of: 0%; 10%; 20%; 30%; and 40% by weight were prepared. The specimens were made by design mixes of 1:2 and 1:3 of cement to blend of waste glass combined with waste rubber to sand by weight. Such specimens were cured for 7, 14 and 28 days before determining the unconfined comprehensive, flexural and tensile strengths. The results showed that a mixture of waste glass and crumbs from rubber car tyres as partial replacement of sand were more than the referral conventional concrete at all the replacement levels of the natural sand fine aggregate. The study forms the basis for further research; replication of this study could yield rich lessons for concrete production using blended or mixed wastes of glass and rubber.
    VL  - 7
    IS  - 5
    ER  - 

    Copy | Download

Author Information
  • School of Engineering, Malawi University of Business and Applied Sciences, Blantyre, Malawi

  • School of Engineering, Malawi University of Business and Applied Sciences, Blantyre, Malawi

  • School of Engineering, Malawi University of Business and Applied Sciences, Blantyre, Malawi

  • School of Engineering, Malawi University of Business and Applied Sciences, Blantyre, Malawi

  • Sections