Performance of Ceramic Tiles Waste as a Partial Replacement of Brick Aggregate on Mechanical and Durability Properties of Concrete

Authors

  • Sumit Basak Department of Civil Engineering, Faculty of Engineering, Hajee Mohammad Danesh Science and Technology University (HSTU), Dinajpur-5200, Bangladesh
    • Md. Rashedul Haque Department of Civil Engineering, Faculty of Engineering, Hajee Mohammad Danesh Science and Technology University (HSTU), Dinajpur-5200, Bangladesh
      • Abul Kalam Azad Department of Civil Engineering, Faculty of Engineering, Hajee Mohammad Danesh Science and Technology University (HSTU), Dinajpur-5200, Bangladesh
        • Md. Montasir Rahman Department of Civil Engineering, Faculty of Engineering, Hajee Mohammad Danesh Science and Technology University (HSTU), Dinajpur-5200, Bangladesh

          DOI:

          https://doi.org/10.38032/jea.2024.01.002

          Keywords:

          Ceramic Tiles Waste, Brick Chips, Superplasticizer, Mechanical Properties, Durability Properties

          Abstract

          The availability of natural aggregates such as stone chips is a particularly challenging issue nowadays. Ceramic materials are increasingly being used in new projects such as tiles, sanitary fittings, electrical insulators, and so on, due to ceramic’s fragile properties, which often break during production, shipping, and installation. So, ceramic waste is one of these materials that are probably cost-efficient to use as a substitution (0%, 25%, 50%, and 75%) for brick chips. This research examined the mechanical strength properties of ceramic tile waste (CTW) concrete, including its compressive strength and splitting tensile strength, and utilized a water absorption test to assess its durability and performance. This research used a mix ratio of 1:1.5:3 with a constant water-cement ratio (w/c) of 0.45, and a water-reducing superplasticizer named Conplast SP337 was used. For the mechanical and durability tests, a total of seventy-two (72) concrete cylinders of 100 mm × 200 mm were cast, cured, and tested at 7, and 28 days. Mechanical strength results revealed a significant increase of around 16.71% for 50% CTW concrete mixtures at the place of brick aggregates, and the water absorption performance improved with the incorporation of CTW in concrete mixes.

          References

          Goyal, R.K., Agarwal, V., Gupta, R., Rathore, K. and Somani, P., 2022. Optimum utilization of ceramic tile waste for enhancing concrete properties. Materials Today: Proceedings, 49, pp.1769-1775. DOI: https://doi.org/10.1016/j.matpr.2021.08.011

          Haque, Md Rashedul, Md Shakil Mostafa, and Sujit Kumar Sah. "Performance evaluation for mechanical behaviour of concrete incorporating recycled plastic bottle fibers as locally available materials." Civil Engineering Journal 7, no. 4 (2021): 713-719. DOI: https://doi.org/10.28991/cej-2021-03091684

          Bommisetty, J., Keertan, T.S., Ravitheja, A. and Mahendra, K., 2019. Effect of waste ceramic tiles as a partial replacement of aggregates in concrete. Materials Today: Proceedings, 19, pp.875-877. DOI: https://doi.org/10.1016/j.matpr.2019.08.230

          Daniyal, M. and Ahmad, S., 2015. Application of waste ceramic tile aggregates in concrete. International Journal of Innovative Research in Science, Engineering and Technology, 4(12), pp.12808-12815.

          Halicka, A., Ogrodnik, P. and Zegardlo, B., 2013. Using ceramic sanitary ware waste as concrete aggregate. Construction and Building Materials, 48, pp.295-305. DOI: https://doi.org/10.1016/j.conbuildmat.2013.06.063

          Prasanna, K. S. A. S. R. K., K. S. Anandh, and S. Ravishankar. "An experimental study on strengthening of concrete mixed with ground granulated blast furnace slag (GGBS)." ARPN J. Eng. Appl. Sci. 12, no. 8 (2017): 2439-2444.

          Haque, M.R., Hossain, M.B., Roknuzzaman, M., Emu, N.A.A. and Jahan, F.T., 2021. Performance of partially replaced plastic bottles (PET) as coarse aggregate in producing green concrete. Journal of Brilliant Engineering, 4, pp.15-19. DOI: https://doi.org/10.36937/ben.2021.004.004

          Vijaya, S.K., Jagadeeswari, K. and Srinivas, K., 2021. Behaviour of M60 grade concrete by partial replacement of cement with fly ash, rice husk ash and silica fume. Materials Today: Proceedings, 37, pp.2104-2108. DOI: https://doi.org/10.1016/j.matpr.2020.07.523

          Pacheco-Torgal, F. and Jalali, S., 2010. Reusing ceramic wastes in concrete. Construction and building materials, 24(5), pp.832-838. DOI: https://doi.org/10.1016/j.conbuildmat.2009.10.023

          Suzuki, Masahiro, Mohammed Seddik Meddah, and Ryoichi Sato. "Use of porous ceramic waste aggregates for internal curing of high-performance concrete." Cement and concrete research 39, no. 5 (2009): 373-381. DOI: https://doi.org/10.1016/j.cemconres.2009.01.007

          Awoyera, P.O., Akinmusuru, J.O. and Ndambuki, J.M., 2016. Green concrete production with ceramic wastes and laterite. Construction and Building Materials, 117, pp.29-36. DOI: https://doi.org/10.1016/j.conbuildmat.2016.04.108

          Heidari, A. and Tavakoli, D., 2013. A study of the mechanical properties of ground ceramic powder concrete incorporating nano-SiO2 particles. Construction and building materials, 38, pp.255-264. DOI: https://doi.org/10.1016/j.conbuildmat.2012.07.110

          Devant, M., Cusidó, J.A. and Soriano, C., 2011. Custom formulation of red ceramics with clay, sewage sludge and forest waste. Applied Clay Science, 53(4), pp.669-675. DOI: https://doi.org/10.1016/j.clay.2011.06.002

          Mo, K.H., Alengaram, U.J., Jumaat, M.Z., Yap, S.P. and Lee, S.C., 2016. Green concrete partially comprised of farming waste residues: a review. Journal of Cleaner Production, 117, pp.122-138. DOI: https://doi.org/10.1016/j.jclepro.2016.01.022

          Fapohunda, C., Akinbile, B. and Shittu, A., 2017. Structure and properties of mortar and concrete with rice husk ash as partial replacement of ordinary Portland cement–A review. International Journal of Sustainable Built Environment, 6(2), pp.675-692. DOI: https://doi.org/10.1016/j.ijsbe.2017.07.004

          Kannan, D.M., Aboubakr, S.H., El-Dieb, A.S. and Taha, M.M.R., 2017. High performance concrete incorporating ceramic waste powder as large partial replacement of Portland cement. Construction and Building Materials, 144, pp.35-41. DOI: https://doi.org/10.1016/j.conbuildmat.2017.03.115

          Vejmelková, E., Keppert, M., Rovnaníková, P., Ondráček, M., Keršner, Z. and Černý, R., 2012. Properties of high performance concrete containing fine-ground ceramics as supplementary cementitious material. Cement and Concrete Composites, 34(1), pp.55-61. DOI: https://doi.org/10.1016/j.cemconcomp.2011.09.018

          Elçi, H., 2016. Utilisation of crushed floor and wall tile wastes as aggregate in concrete production. Journal of Cleaner Production, 112, pp.742-752. DOI: https://doi.org/10.1016/j.jclepro.2015.07.003

          Binici, H., 2007. Effect of crushed ceramic and basaltic pumice as fine aggregates on concrete mortars properties. Construction and building materials, 21(6), pp.1191-1197. DOI: https://doi.org/10.1016/j.conbuildmat.2006.06.002

          Amin, M., Tayeh, B.A. and Agwa, I.S., 2020. Effect of using mineral admixtures and ceramic wastes as coarse aggregates on properties of ultrahigh-performance concrete. Journal of Cleaner Production, 273, p.123073. DOI: https://doi.org/10.1016/j.jclepro.2020.123073

          Ali, T., Saand, A., Bangwar, D.K., Buller, A.S. and Ahmed, Z., 2021. Mechanical and durability properties of aerated concrete incorporating rice husk ash (RHA) as partial replacement of cement. Crystals, 11(6), p.604. DOI: https://doi.org/10.3390/cryst11060604

          ASTM C136 / C136M-14, “Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates, ASTM International, West Conshohocken, PA, 2014”.

          ASTM C29/C29M-97, “Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate, ASTM International, West Conshohocken, PA, 1997”.

          ASTM C127-15, Standard Test Method for Relative Density (“Specific Gravity”) and Absorption of Coarse Aggregate, ASTM International, West Conshohocken, PA, 1997.”

          ASTM C128-15, Standard Test Method for Relative Density (“Specific Gravity”) and Absorption of Fine Aggregate, ASTM International, West Conshohocken, PA, 1997.”

          ASTM C143/C143M-15, “Standard Test Method for Slump of Hydraulic-Cement Concrete”.

          ASTM C39/C39M-18, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens”.

          ASTM C496/C496M-17, “Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens”.

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          Published

          21-02-2024

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          Section

          Research Articles

          How to Cite

          Basak, S. (2024) “Performance of Ceramic Tiles Waste as a Partial Replacement of Brick Aggregate on Mechanical and Durability Properties of Concrete”, Journal of Engineering Advancements, 5(01), pp. 9–13. doi:10.38032/jea.2024.01.002.