The use of waste material as aggregates in civil engineering applications is beneficial and increasingly desirable because it reduces the environmental impact and economic cost of mining, processing, and transportation operations. Therefore, this study focused on establishing the effect of crushed tile on the compressive strength of concrete.
In this research investigation, ceramic waste tile waste was substituted for natural coarse aggregate in concrete to varying degrees from (0, 10, 20, and 30%), and the M-20 graded concrete was used to produce high density concrete. After 3, 7, and 28 days of the curing process, few number of new concrete mould were casted and evaluated about the Compressive Strength and Split Tensile Strength. The findings of these results showed that 35% replacement of naturally made coarse aggregate with the ceramic tile aggregate which contributes the higher compressive strength to produce the high-density concrete in construction industry.
Introduction
I. INTRODUCTION
Throughout the world, rapid industrial expansion contributes to significant problems, including the extensive depletion of naturally formed aggregates and the fabrication of large amounts of debris from civil engineering and demolition activities in the construction field. Using garbage is a technique to decrease this problem and, at the same time, high-density concrete can be produced. All countries produce a significant amount of waste each year, with construction and demolition debris accounting for the largest part (75%). In addition, ceramic materials account for 54% of the waste generated during the construction and demolition process. Waste made from ceramic is very strong, rigid, and incredibly resistant to the forces of biological, chemical, and physical deterioration. When specific gravity is considered, ceramic tile aggregate is hard, has smooth and rough side material, and is much less in weight than the typical pattern of stone aggregates. In addition to being cost effective, using broken ceramic tile waste or aggregate in concrete will also be beneficial to the environment.
II. MATERIALS & ITS PROPERTIES
1) Cement: It is fine dust, when combined with water, allowed for setting and further hardening, can be used to join separate pieces of solid material to create a mechanically robust substance. The most often used type of cement is regular Portland cement, grade 53, according to IS:12269. The Specific Gravity, Setting Time and Standard Consistency test were done on cement to determine its quality.
The test concrete cube samples or specimens are examined after three, seven, and twenty-eight days of cure. The concrete cube samples are examined after 03, 07, and for 28 days’ curing process. The concrete cubes were set up on compression testing machine and maximum load is applied and it has been recorded. At this load, specimen’s resistance/weight withstanding capacity to the load increases cracks and no further load can be withstanding. Similarly, the split tensile tests on the cubes are carried out with the help of a tensile test apparatus and the values are noted for further evaluation.
III. METHODOLOGY FOR MIX PROPORTION
The effects of a waste ceramic tile aggregate (C.T.A) on high density concrete workability.
The slump value for various water-cement ratios as a function of the effect of the broken or waste ceramics tile aggregate contents on workability of fresh concrete mixes. The broken, damaged or waste ceramics tiles and water with a proper water/cement ratio were used as two separate bases for the data interpretation and for evaluation.
As can be seen, an increase in the water cement ratio decreases the workability of a fresh concrete. Additionally, as the quantity of tile and coarse aggregate grows, the slump value drops.
This decline may be caused by discarded ceramic tile aggregates having a more angular shape and by tiles absorbing more water. Overall, the samples' slump is altering, and this shift happens in the range of 0 to 10 millimeters with respect to water cement ratio.
IV. THE EFFECT OF WASTE CERAMIC TILED AGGREGATES ON CONCRETE DENSITY
The density is an indication of perfect concrete stability and degree of solidity. The load bearing capacity of the concrete has been observed and tested after various process. It will enhance the overall strength of the material.
So that the maximum load can be calculated and according to the optimum weight the construction process can be carried out through this kind of Projects.
VI. FUTURE SCOPE
The list of points is taken under the ceramic tile investigation, which are as follows:
Use of waster ceramic tile as a partial replacement of cement, sand & aggregate in concrete.
Experimental investigation of cracks in concrete with use of waster ceramic tile & bacteria.
Small Model Construction such as Water tank, Beam & Column etc with the use of waste ceramic tile.
Software and Experimental comparison with the use of waste ceramic tile in multistorey building.
Conclusion
Since this kind of the material wastes are day by day gradually rising with enormous growth in the population and in the urban development, research on the use of waste to produce high density concrete in construction materials is crucial. The usage of tiles gathered from demolished structures and trash derived from the tile businesses was the primary goal of this inquiry for recycling the waste.
The following Conclusions are made under the experimental investigation of use of ceramic tile aggregate.
1) When coarse aggregate is used to replace 30% of the ceramic tile aggregate (C.T.A.), the maximum compression strengths are achieved.
2) When coarse aggregate is substituted for 30% of the ceramic tile aggregate, the maximum tensile strength is attained.
3) For replacement of 10% & 20% of C.T.A., the compressive strength value and split tensile strengths are not enhanced. When compared to regular concrete, the strength varies only slightly. The best outcome is achieved when coarse aggregate replaces C.T.A. by 30%.
4) Finally, the proper use of ceramic tiled aggregates can lead to optimum use of natural materials.
References
[1] Karthik, S. Manojraj, R.Logaraja (2023) Experimental Study of Partial Replacement of Coarse Aggregate On Concrete By Ceramic Tiles, YMER, ISSN : 0044-0477.
[2] R. Sujitha, Dr. P. SivarajaN (2023) Investigation on Partial Replacement of Various Waste Materials as Coarse Aggregate in Concrete, International Journal for Research in Applied Science & Engineering Technology (IJRASET), SJ Impact Factor 7.538, ISRA Journal Impact Factor 7.894, Volume 11 Issue III, pp 1051-1059.
[3] Suvash Chandra Paul, Samrat Ashek Ullah Faruky & et. al. (2023) Eco?friendly concrete with waste ceramic tile as coarse aggregate: mechanical strength, durability, and microstructural properties, Asian Journal of Civil Engineering, springer
[4] K.C. Denesh, M. Gunaseelan (2022) Experimental Investigation on Porcelain Tile as Partial Replacement for Coarse Aggregate, International Journal of Research in Engineering and Science (IJRES) ISSN (Online): 2320-9364, ISSN (Print): 2320-9356, Volume 10 Issue 6, pp 443-446
[5] Nhari, R. N. R., Norazmi, N. H. M., & Mohammad, W. N. S. W. (2022). Properties of Concrete with The Inclusion of Ceramic Waste As Coarse Aggregate. International Journal of Academic Research in Business and Social Sciences, 12(11), 1683 – 1693.
[6] P. N. Manonmani, Bibin. M, Praveen. S, Anish. T. L (2020) “Experimental Study and Behaviour of Concrete with Ceramic Tiles” International Journal of Engineering Science and Computing (IJESC), ISSN 2321 3361, Volume 10 Issue No.3, pp 25040 – 25043
[7] Ujala (2019) An Experimental Analysis For Partial Replacement Of Coarse Aggregate With Ceremic Tiles And Partial Replacement of Cement With Sugarcane Ash, Research Publish Journals, International Journal of Engineering Research and Reviews ISSN 2348-697X (Online), Vol. 7, Issue 2, pp: 33-37
[8] Mohammed Saifur Rehman, Maneeth P. D, Brijbhushan S (2019) Experimental Analysis of M45 Concrete With Partial Substitute Of Fine Aggregate By Crushed Ceramic Waste Tiles And Cement By Alcoffine1203 International Journal Of Scientific & Technology Research Volume 8, Issue 11, ISSN 2277-8616, pp 254-258.
[9] Amaziah Walter Otunyo, Uwakwe Paul Arinze (2018) Effect of Crushed Waste Ceramic Tiles (CWCT) as Partial Replacement for Fine Aggregate in Concrete, American Journal of Civil Engineering and Architecture, 2018, Vol. 6, No. 3, pp 129-132, Science and Education Publishing DOI:10.12691/ajcea-63-6
[10] Agil.R,Kumar.A (2018) Experimental Study On Partial Replacement of Cement With Ceramic Tile Powder In Concrete, International Journal of Scientific & Engineering Research Volume 9, Issue 3, ISSN 2229-5518.pp 1-5.
[11] Vikas H. Kundariya, Chetan G. Solanki (2018) An Experimental Study on Geopolymer Concrete using Ceramic Waste as a Fine Aggregate, International Journal for Scientific Research & Development| Vol. 6, Issue 02,ISSN (online): 2321-0613, pp 1819-1822.
[12] Sunny B. Vachhani, Y.V. Akbari, Sharad Kondhiya (2017) Experimental Study of High Strength Concrete Containing Ceramic Waste as a Tile, Vol-3 Issue-2 2017 IJARIIE-ISSN(O)-2395-4396, pp 4368- 4373.
[13] Shaik Akhil Mastan, K. Priyanka Yadav (2017) “Experimental Study on Concrete with Partial Replacement of Cement with Fly Ash & Coarse Aggregate by Ceramic Tiles, IJSTE - International Journal of Science Technology & Engineering, Volume 3, Issue 10, ISSN (online): 2349-784X
[14] Md Daniyal, Shakeel Ahmad (2015) “Application of Waste Ceramic Tile Aggregates in Concrete” International Journal of Innovative Research in Science, Engineering and Technology, Vol. 4, Issue 12, DOI:10.15680/IJIRSET.2015.0412128
[15] Parmindar singh, “Utilization of waste ceramic tiles as aggregate in concrete” Journal of multidisciplinary engineering science and technology (IJMEST), ISSN: 3159-0040 Vol 2 issue 11, pp 3294-3300.
[16] MD Daniyal, Shakeel Ahmed (2015) “Application of waste ceramic tile aggregate in concrete” International Journal of Innovative Research in Science, Engineering and Technology, ISO 3297: 2007, VOL. 4, Issue 12.
[17] B. Topcu and M .Canbiz, Utilization of crushed tile as aggregate in concrete” Iranian Journal of Science and Technology, vol 31, no. B5, pp 561-565.
[18] Sudarsana Rao Henchate, GiridharValikala, Vaishali .G. Ghospade, “Influence of water absorption of the ceramic aggregate on strength properties of ceramic aggregate concrete”, International Journal of Innovative Research in Science, engineering and Technology, Vol 2, Issue 11.pp 6329-6335.
[19] R. Kamala, B. Krishna Rao (2012) ”Reuse of solid waste from building demolition for the replacement of Natural Aggregate”, International Journal of Engineering and Advanced Technology, ISSN: 2249- 8958, Volume-2, Issue-1.
[20] Fernando Pacheco-Torgal, Said Jalali (2010) Compressive strength and durability properties of ceramic wastes based concrete, Materials and Structures, DOI 10.1617/s11527-010-9616-6
[21] A.MD. Mustafa Al Baki, M . N. Nolazian, H .Kamaruin, and G. MD Ruzaidi, (2008) “Potential of recycled ceramic waste as coarse aggregate for concrete”, Malaysian Universities Conferences on Engineering and Technology,Malaysia
[22] IS: 456-2000, Indian Standard “Plain and reinforced concrete”-code of practice.
[23] IS: 10262-2009, Indian Standards “Recommended guidelines for concrete mix design proportioning”- code of practice.
[24] IS: 383-1970, “Specifications for coarse and fine aggregate from natural source for concrete”, (Second revision), Bureau of Indian Standards, New Delhi, India.
[25] “Concrete technology” Theory and practice, A Textbook of M.S Shetty, 2005.