To Investigate The Impact of Ceramic Tile Powder On Concrete Properties

To Investigate The Impact of Ceramic Tile Powder On Concrete Properties
  IJETT-book-cover           
  
© 2021 by IJETT Journal
Volume-69 Issue-8
Year of Publication : 2021
Authors : Kishor B.Vaghela, Jayesh R. Pitroda
DOI :  10.14445/22315381/IJETT-V69I8P202

How to Cite?

Kishor B.Vaghela, Jayesh R. Pitroda, "To Investigate The Impact of Ceramic Tile Powder On Concrete Properties," International Journal of Engineering Trends and Technology, vol. 69, no. 8, pp. 11-16, 2021. Crossref, https://doi.org/10.14445/22315381/IJETT-V69I8P202

Abstract
Cement is the most commonly used construction material on the planet. Its production plants are emitting approximately 7 percent of worldwide human-produced carbon dioxide [1]. As a result, minimizing cement usage and finding alternative materials that can partially substitute cement while still improving concrete performance have become crucial. Ceramic tiles are an important building material in this industry. Approximately 2% to 5% of tiles are wasted during the manufacturing, handling, and transportation of tiles. At first, people have started unloading such waste materials close by their plant in open land, and due to its current circumstance, and land gets contaminated. Consequently, the usage of such waste materials is fundamental for the business and climate. This paper presents the consequences of tests performed to inspect the impact of Tiles waste powder on the strength and permeability of M30 grade concrete. The Ceramic Tiles Powder (CTP) was replaced by 5%, 10%, 15%, and 20% of the cement. We had cast 5 types of concrete mixes utilizing various percentages of CTP. Compressive strength, Tensile strength, Water absorption, Water Permeability, and RCPT tests were performed. The results of the tests show that by replacing cement with Ceramic Tiles Powder, the concrete`s strength and durability were increased. At 28 days, the maximum compressive and tensile strength obtained with 10% replacement of cement was 12.19 percent and 7.32 percent, respectively. The maximum reduction in water permeability coefficient Kw and Chloride ion permeability is found 21.68% and is 18% respectively at 28 days, indicating that the concrete is more durable. The outcome is that 10% cement substitution with CTP is an ideal concentration that benefits the concrete of the grade M30.

Keywords
Ceramic Tiles Powder, Sustainable Concrete, Industrial Waste Use in Concrete, Durable Concrete.

Reference
[1] G. of I. Ministry of Commerce & Industry., Cement Manufacturers Association, Ministry of External Affairs, DIPP, Heidelberg Cement Investors Presentation November 2018, (2021). [Online]. Available: https://www.ibef.org/industry/cement-presentation.
[2] R. Siddique, K. Singh, M. Singh, V. Corinaldesi, and A. Rajor, Properties of bacterial rice husk ash concrete, Constr. Build. Mater.,121 (2016) 112–119.doi: 10.1016/j.conbuildmat.2016.05.146.
[3] M. R. T. and S. I. A.-E. Amr S. El-Dieb., The Use of Ceramic Waste Powder (CWP) in Making Eco-Friendly Concretes, Ceram. Mater. - Synth. Charact. Appl. Recycl. Environ. Impact.
[4] M. M. India, Indian Ceramics Industry Status Quo and,(2018). [Online]. Available: https://www.indian-ceramics.com/wpcontent/ uploads/2018/10/Ceramics_Industry_Report.pdf.
[5] A. S. El-dieb, M. R. Taha, and S. I. Abu-eishah, The Use of Ceramic Waste Powder ( CWP ) in Making Eco-Friendly Concretes.
[6] IS:12269-2013, ORDINARY PORTLAND CEMENT, 53-grade specification ( First Revision ), Bur. Indian Stand. New Delhi, India, (2013) 1–10.
[7] ASTMC1240, Standard Specification for Silica Fume Used in Cementitious Mixtures 1, 15 (2003) 1-6.
[8] ASTMC618-12a, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use,(2014) 1-5. doi: 10.1520/C0618.
[9] IS383-2016, Coarse and fine aggregate for concrete, Indian Stand. Code, 3 (2016) 21.
[10] A. M. Neville, Properties of concrete (fifth edition), 5th ed. Pearson Education Limited, (2011).
[11] IS:456-2000, Plain And Reinforced Concrete Arches, Bur. Indian Stand. New Delhi, 37 (2000).doi: 10.14359/8543.
[12] IS:10262-2019, Concrete Mixproportioning -guideline (second revision), no. January, (2019).
[13] BIS:3085, Indian Standard Method of Test for Permeability of cement mortar and concrete, Bur. Indian Stand. New Delhi, no. Reaffirmed 1997, (2002) 1-12.
[14] BUREAU OF INDIAN STANDARDS, IS 516 -1959: Method of Tests for Strength of Concrete, IS 516 -1959 Method Tests Strength Concr.,(2004).
[15] BIS:5816, Indian Standard Splitting tensile strength of concrete, Bur. Indian Stand. New Delhi, 5816 (2004).
[16] D. M. Kannan, S. H. Aboubakr, A. S. El-dieb, and M. M. Reda, High-performance concrete incorporating ceramic waste powder as large partial replacement of Portland cement, Constr. Build. Mater.,144 (2017) 35-41.doi: 10.1016/j.conbuildmat.2017.03.115.
[17] S. Daniel and A. A. Raju., A Study of Properties of Concrete Making Fig.6a. % of CTP Replaced with Cement Vs Charge passes in Coulomb Fig.6b. % of CTP Replaced with Cement Vs Reduction in chloride ion permeability in % Partial Replacement of Cement by Ceramic waste Powder, Int. Res. J. Eng. Technol., 5(3) (2018).
[18] M. Mohit and Y. Sharifi, Thermal and microstructure properties of cement mortar containing ceramic waste powder as alternative cementitious materials, Constr. Build. Mater.,223 (2019) 643– 656.doi: 10.1016/j.conbuildmat.2019.07.029.
[19] M. S. Lakshmi., Tile powder as partial replacement of cement in concrete, Int. Res. J. Eng. Technol., 2(4) (2015) 75–77.
[20] K. Uniyal, Atul, Singh., Partial Replacement of Cement in Concrete using Ceramic Waste, Int. J. Eng. Res. Technol., 7(12) (2019) 1-6.
[21] S. Singh and R. Nagar, Feasibility as a Potential Substitute for Natural Sand : A Comparative Study between Granite Cutting Waste and Marble Slurry, Procedia Environ. Sci., 35 (2016) 571–582.doi: 10.1016/j.proenv.2016.07.042.
[22] A. N. Patel and J. Pitroda., Stone Waste : Effective Replacement Of Cement For Establishing Green Concrete, Int. J. Innov. Technol. Explor. Eng., 2 (2015).
[23] Pacheco-Torgal, F., &Jalali, S., Reusing ceramic wastes in concrete, Construction, and Building Materials, 24(5) (2010) 832-838.
[24] Raval, A. D., Patel, I. N., and Prof Pitroda, J., Re-use of ceramic industry wastes for the elaboration of eco-efficient concrete. International Journal of Advanced Engineering Research and Studies, 2(3) (2013) 103-105
[25] Senthamarai, R. M., and Manoharan, P. D., Concrete with ceramic waste aggregate. Cement and Concrete Composites, 27(9) (2005) 910-913.
[26] Torkittikul, P., and Chaipanich, A., Utilization of ceramic waste as fine aggregate within Portland cement and fly ash concrete. Cement and Concrete Composites, 32(6) (2010) 440-449
[27] Fatima, E., Jhamb, A., and Kumar, R., Ceramic dust as construction material in the rigid pavement. American Journal of Civil Engineering and Architecture, 1(5) (2013) 112-116.
[28] Guerra, I., Vivar, I., Llamas, B., Juan, A., and Moran, J., Ecoefficient concrete: The effects of using recycled ceramic material from sanitary installations on the mechanical properties of concrete. Waste Management,29(2) (2009) 643-646.
[29] Halicka, A., Ogrodnik, P., and Zegardlo, B., Using ceramic sanitary ware waste as concrete aggregate. Construction and Building Materials, 48 (2013) 295-305.
[30] Lopez, V., Llamas, B., Juan, A., Moran, J. M., and Guerra, I., Ecoefficient concrete: impact of the use of white ceramic powder on the mechanical properties of concrete, Biosystems Engineering, 96(4) (2007) 559-564.
[31] E. Vejmelková, D. Koáková, T. Kulovaná, A. Hubáek, R. Erny´, Mechanical and thermal properties of moderate-strength concrete with ceramic powder used as supplementary cementitious material, Adv. Mater. Res., 1054 (2014) 194–198.
[32] P.O. Awoyera, A.R. Dawson, N.H. Thom, J.O. Akinmusuru, Suitability of mortars produced using laterite and ceramic wastes: Mechanical and microscale analysis, Constr. Build. Mater. 148 (2017) 195–203.
[33] J. Pokorny´ , J. Fort, M. Pavlíková, J. Studnika, Z. Pavlík, Application of mixedceramic powder in cement based composite, Adv. Mater. Res., 1054 (2014)177–181.
[34] W.C. Wang, Compressive strength and thermal conductivity of concrete with a lump of clay under various high temperatures, Constr. Build. Mater. 147 (2017)305–311.
[35] R.K. Ibrahim, R. Hamid, M.R. Taha., Fire resistance of highvolume fly ash mortars with nanosilica addition, Constr. Build. Mater, 36 (2012) 779–786.
[36] M. Bastami, M. Baghbadrani, F. Aslani., Performance of nanosilica modified high strength concrete at elevated temperatures, Constr. Build. Mater, 68(2014) 402–408.